Accepted Manuscript Title: A systematic approach for energy efficient building design factors optimization Author: Jun Xu Jin-Ho Kim Hiki Hong Junemo Koo PII: DOI: Reference:
S0378-7788(14)01073-1 http://dx.doi.org/doi:10.1016/j.enbuild.2014.12.022 ENB 5569
To appear in:
ENB
Received date: Revised date: Accepted date:
26-7-2014 27-9-2014 11-12-2014
Please cite this article as: J. Xu, J.-H. Kim, H. Hong, J. Koo, A systematic approach for energy efficient building design factors optimization, Energy and Buildings (2014), http://dx.doi.org/10.1016/j.enbuild.2014.12.022 This is a PDF file of an unedited manuscript that has been accepted for publication. As a service to our customers we are providing this early version of the manuscript. The manuscript will undergo copyediting, typesetting, and review of the resulting proof before it is published in its final form. Please note that during the production process errors may be discovered which could affect the content, and all legal disclaimers that apply to the journal pertain.
3
4 5
Experimental design was used to set relations between loads and design factors.
ip t
2
Highlights
Pareto front lines were obtained for possible optimum points by genetic algorithm.
cr
1
System factors of building active parts affects passive part optimum design.
7
Building active and passive parts should be optimized at once in a coupled manner.
an
8
us
6
9
Ac ce p
te
d
M
10
Page 1 of 45
10
A systematic approach for energy efficient building design factors optimization
11
Jun Xua, Jin-Ho Kimb, Hiki Honga, Junemo Kooa,* Department of Mechanical Engineering, Kyung Hee University, Yongin 446-701, South Korea
13 b
ip t
a
12
16
us
Seoul 151-904, South Korea
15
cr
Construction Technology Division, Samsung C&T Corporation,
14
Abstract
18
We developed a systematic methodology to minimize the building heating and cooling loads
19
using experimental design and non-sorting genetic algorithm to select optimal sets of building
20
design factors. The analysis of experimental design provided a ranked list of important
21
through less important factors design factors affecting the building heating and cooling loads.
22
The factors related to window performance were found to be most significant ones. The non-
23
sorting genetic algorithm offered piecewise linear pareto front lines where the optimum
24
building design factor sets for minimum heating and cooling loads lie. The results of
25
experimental design analysis were statistically verified against TRNSYS simulation results. It
26
was found that the ratio of the efficiencies of heating and cooling systems affected the
27
optimum passive building design, hence the active and passive parts of a building should be
28
considered simultaneously in a coupled manner for the optimum design of net zero energy
29
buildings.
30
Keywords: Building envelope; optimization; experimental design; pareto front; system factor
Ac ce p
te
d
M
an
17
31
Page 2 of 45
31
1. Introduction
33
The building sector accounts for about 22% of total domestic energy consumption in Korea in
34
2010, and it is expected that this share would grow continuously with the improvement of life
35
standard and income increase. Korean government announced a plan that every new
36
residential and non-residential building should meet the requirement of net-zero energy
37
consumption for the approval of construction starting from the year 2025, i.e., the new
38
buildings should be Net Zero Energy Buildings (NZEBs). Architects and construction
39
engineers started to find ways to confront with the reinforced energy standards, and they
40
realized that they should take the following steps to meet the goal (Cho et al., [1]). As the
41
first step, the building heating and cooling loads should be minimized through the optimal
42
selection of the passive building design factors. Secondly, high-efficiency active building
43
heating and cooling systems should be selected to pair the new building design of low loads
44
to yield low energy consumption. Finally, select the techno-economically affordable
45
renewable energy sources to match the lowered energy demand of the optimized building.
cr
us
an
M
d
te
Ac ce p
46
ip t
32
There are many research articles on the optimization of the building envelope design
47
and the methodology for it. Caldas et al. [2] reported the development and application of a
48
Genetic Algorithm (GA) based optimization tool for the placing and sizing of the windows in
49
in an office building. Malkawi et al. [3] developed a decision support evolution model using
50
GA as the evolution algorithm and Computational Fluid Dynamics (CFD) as the evaluation
51
mechanism. Wright et al. [4] applied multi-objective GA to identify the optimum design
52
considering the building energy cost and occupants discomfort. Wetter and Wright [5]
53
compared the performance of optimization algorithms, and explained the coarse convergence
Page 3 of 45
criteria as the source of the discontinuities of the cost function for the building design and
55
control problems. Wang et al. [6] used life cycle cost and life cycle environment impact as
56
two cost functions in the optimization of building envelope design with building orientation,
57
aspect ratio, window type, window-to-wall ratio, wall type, wall layer, roof type and the
58
layers of roof as factors using GA. Jaffal et al. [7] applied Design of Experiments (DOE) to
59
obtain simple polynomial functions of building design factors to predict building heating
60
demand. Magnier and Haghighat [8] performed optimization study on building design and
61
operation considering thermal comfort and energy consumption.
cr
us
In this study, a systematic statistical method was presented to determine the set of
an
62
ip t
54
building design factors to minimize the building heating and cooling loads and energy
64
consumptions using the fractional factorial design method, which used a subset of all possible
65
combinations of design factors to ease the burden of exhaustive number of test runs using full
66
factorial design while securing the prediction accuracy (refer to Montgomery et al. [9]), to
67
consider all second order interactions. The dynamic simulations of building heating and
68
cooling loads were performed, and the relations between the loads and the design factors
69
were obtained statistically in a polynomial equation form, with which the pareto front of the
70
optimum building design factor sets was determined. The relation between the optimum
71
building envelope design sets and the selection of active building heating and cooling
72
systems were discussed.
Ac ce p
te
d
M
63
73
74
2. Theory
75
2.1 Baseline building model selection
Page 4 of 45
We reviewed the design drawings of 178 buildings in Korea together with researchers and
77
architects in commercial companies, and it was analyzed that the buildings were about 20 to
78
40 stories and 70,000 m2 of total floor area on average, and 1,400 m2 of average floor area.
79
For the recently built office buildings, the total floor area tends to range between 40,000 and
80
100,000 m2. The building core usually spans about 25 – 30% of total floor area, and its
81
location can affect the window-to-wall ratio to vary building heating and cooling loads.
cr
In this study, the impacts of the alteration of building design factors on building
us
82
ip t
76
heating and cooling loads were analyzed for a representative floor of a reference building of
84
exterior core. Analyzing the energy consumptions of each floor in the existing buildings,
85
about 85% of total energy consumption occurred in the floors of reference type. Although the
86
loads varied with the use of each floor such as lobby, restaurant, and office, the reference
87
floor was selected as the office floor since most part of the office building was used for the
88
purpose, and the reference building was assumed as a collection of multiples of office floor.
89
There were usually mechanical rooms in the top floor, so that no special investigation was
90
performed for the top most floor. Due to the limitation of the design factor number allowed
91
and the difficulty to set the levels of design factors for DOE, the common design factors
92
considered in the previous studies such as floor area (FA), building orientation (OR), ceiling
93
height (CH), aspect ratio (AR), plenum height (PH), window-to-wall ratio (WWR), wall
94
insulation (WI), window insulation (WDI), Solar Heat Gain Coefficient (SHGC) and air
95
leakage (ACR) were selected for the current study. Although the shading could affect
96
seriously the loads, it was not considered in the current study due to the difficulty of handling
97
it as an example. Table 1 represents the specifications of the reference building together with
98
the considered building design factors and levels of alteration in Table 2. The reference levels
99
of building design factors were selected to comply with the latest Korean national standard
Ac ce p
te
d
M
an
83
Page 5 of 45
and government guideline. In case of window-to-wall ratio, there was a guideline for the
101
design of energy efficient building from Korean government [12] not to exceed 60%.
102
Considering the area of the exposing core wall, the upper level of the value was assigned as
103
52%. The schedules for people, heating/cooling, and lighting were set according to ASHRAE
104
90.1-2004 standard. For the equipment schedule, which was not provided in ASHRAE 90.1-
105
2004 standard, the hourly operation schedule for large office in the commercial reference
106
building models of national building stock [11] was used. Seoul data in TMY2 weather file
107
format were used as the reference weather. The floor was decomposed into four neighboring
108
thermal zones (Office 1, Office 2, Office 3, and Office 4) plus an air-conditioned core zone as
109
shown in Fig. 1, and a plenum space over them.
M
an
us
cr
ip t
100
110
2.2 Experimental design
112
Solving an engineering problem means to find accurate functional relations between outputs
113
and factors of a product or a process, and use them to design and improve the products or to
114
refine and optimize the processes. The outputs represent the dependent variables, heating and
115
cooling loads of a building in this study, where factors mean independent design variables
116
like FA, OR, CH, AR, PH, WWR, WI, WDI, SHGC, and ACR, and levels of a factor are the
117
different values of the factor considered. In this study, we try to find the optimum sets of
118
levels of effective passive building design factors to yield minimum building heating and
119
cooling loads. In pursuit of the functional relations between building heating/cooling loads
120
and design factors, multiple trial experiments were performed, and the results were analyzed.
121
Experimental design, or DOE is a systematic methodology to prepare and analyze the trial
122
runs using analysis of variance (ANOVA).
Ac ce p
te
d
111
Page 6 of 45
123
A simple approach to find the functional relation is one factor at a time design (OFAT). With OFAT, the level of only one factor varies while levels of the other factors are
125
fixed for a run. This method could not analyze the interaction between factors, which is the
126
variation of impact of a factor with the alteration of levels of other factors, hence OFAT
127
could not be used for optimization. Full factorial design is a method to investigate the effects
128
of all combination of factors on the outputs. The advantage of the method over OFAT is that
129
it can consider the interaction effects of two or more factors. The disadvantage of the model
130
is the exponential growth of the required number of runs to do the analysis with the increase
131
of factors to consider. For example, if the number of factors considered is two with two
132
levels, the total number of runs for full factorial design is four, i.e., 22, which is manageable.
133
It increases to 1024, i.e., 210, if the number of factors increases to 10, and it may be beyond
134
the ability in terms of time and ability to perform the experiments and analyze the results.
135
Generally, the interactions of more than two factors are statistically insignificant, if any, it is
136
very hard to interpret physically, so that they are usually neglected. The sum of the main
137
effects, i.e., the effect of factors, and the second order interaction effects, i.e., the interaction
138
between two factors, comprises the functional relation between factors and outputs. Using the
139
principles of experimental design, confounding and orthogonality, the higher order
140
interaction terms could be confounded into the remaining main and interaction effects, and
141
the number of runs required to analyze the function relation could be reduced. This method is
142
called as fractional factorial design. In this study, the functional relations between the
143
building heating/cooling loads and the building design factors are investigated by virtue of
144
fractional factorial design. Once the sets of trials to analyze the relation are prepared by
145
experimental design, the commercial dynamic building energy simulation program, TRNSYS
146
[18], estimated the heating and cooling loads of the buildings with the design factors. The
Ac ce p
te
d
M
an
us
cr
ip t
124
Page 7 of 45
147
functional relation between the building heating/cooling loads and building design factors
148
were analyzed, and the polynomial form of the relations shown in Eq. (1) were obtained
149
using the DOE package in the open-source statistics software, R[19].
Y c0 ci X i i 1
N
c
jk j 1,k j 1,
ip t
N
150
X j Xk
(1)
where X and Y represent the level or value of each design factor and the output value
152
respectively, and c’s and N are the coefficients of terms in the polynomial and the number of
153
the design factors considered. The letters i, j and k are dummy index. The second and third
154
terms in Eq. (1) present the main and second order interaction effects of the design factors on
155
the output.
us
an
We avoided the overfitting problem by pooling the statistically insignificant terms to
M
156
cr
151
yield the highest prediction determination coefficient, or prediction R2. With the resultant
158
polynomials, the optimum combinations of the building design factors to yield the minimum
159
building heating/cooling loads were searched by adopting the multi-criterion optimization
160
algorithm, Non Sorting Genetic Algorithm II (NSGA-2), provided by R.
te
Ac ce p
161
d
157
162
3. Results and discussion
163
According to Montgomery et al. [9], designed experiments are employed sequentially. The
164
first experiment with a complex system of many design variables is often a screening
165
experiment designed to determine most important ones to reduce the number of experiments
166
by dropping the insignificant factors. Then, subsequent refined experiments are performed to
167
set the functional relations how the variables affect the objective functions. Finally, the
168
optimization of design variables is performed to yield the optimum outputs from the derived
169
functions.
Page 8 of 45
170
3.1 Analysis of screening experiment results
172
As the first step, screening experiments were performed to have a ranked list of important
173
through unimportant factors and to filter out ineffective design factors. In screening
174
experiments, only main effects are considered, and all interaction effects are confounded and
175
not analyzed. Table 3 shows the outputs and design factors considered in the screening
176
experiment. The peak heating and cooling loads as well as the annual heating and cooling
177
loads were considered as the outputs in the experiments. Stars and dots represent the
178
significant levels of the design factors on the outputs in Table 3. It was found that the design
179
factors related to the window performance and air leakage had significant impact on the
180
building energy loads, whereas the building area aspect ratio was statistically analyzed to be
181
ineffective. Afterwards the level of aspect ratio was fixed at that of the baseline model, and
182
the effect of its alteration was not further studied. The number of factors became nine.
cr
us
an
M
d
te
183
ip t
171
3.2 Analysis of Fractional factorial experiments
185
We paid special attention to have the resolution V (refer to NIST/SEMATECH e-Handbook
186
of Statistical Methods [20] for details of the definition) for the design of our fractional
187
factorial experiments, so that we could test and analyze the effects of all second order
188
interaction effects. The fractional factor experiments needed dynamic building energy
189
simulation for 128 sets of building designs, which is only a quarter of the number of trials
190
needed for full fraction experiments. The results were analyzed statistically to obtain the
191
functional relations between building cooling/heating loads and building design factors as
192
well as to compare the importance of design factors on the loads. The final functional
193
relations were determined after pooling the insignificant terms into error terms. Table 4 lists
Ac ce p
184
Page 9 of 45
the coefficients in Eq. (1) for heating and cooling loads. Figure 2 compares the fittings of
195
functional relations and dynamic simulation outcomes for the cases considered in the
196
experimental design. The red lines in the figures represent the exact line. The fittings showed
197
good match for both cooling (R2prediction=0.994) and heating (R2prediction=0.956) loads.
198
ip t
194
Figures 3(a) and 4(a) present the comparison of the main effects of building design
factors on building heating and cooling loads. The horizontal axis represents the variation in
200
levels of each design factor, and the vertical axis shows the loads. The numbers -1 and +1
201
represent lower and upper levels of design factors. The steeper the slope is, the more
202
significant the impact of the design factor is. WDI was found to be the most important design
203
factor for heating load, which was followed by ACR, WWR, FA, and SHGC. It was found
204
that SHGC, WDI, ACR, and WWR were the important design factors affecting cooling load.
205
Overall, the design factors related to window performance and air leakage were analyzed to
206
be significant.
us
an
M
d
Figures 3(b) and 4(b) are interaction effects plots. The blanks in the plots mean that
te
207
cr
199
the interaction effects in the blanks are insignificant and pooled into error terms. The
209
interaction effects are important when the slopes of two lines in each plot deviate more each
210
other. The interaction effect between WDI and WWR is determined to be the most important
211
one for the building heating load. The impact of the interaction effect between WDI and
212
WWR on heating load is shown in the graphs (5, 3) and (3, 5) in Fig.3 (b). The four points in
213
the (5, 3) and (3, 5) graphs are identical, where the impact of WDI shift on the heating load at
214
different levels of WWR is shown in the graph (5, 3), whereas the impact of WWR shift at
215
different WDI is in the graph (3, 5). The impact of WDI change is stronger at the upper level
216
of WWR (=52%), and that of WWR is stronger at the upper level of WDI (=2.84 W/m2K).
217
The lowest heating load is found at the lower levels of both WDI and WWR. The interaction
Ac ce p
208
Page 10 of 45
effect between FA and WDI is another example of important one, which is shown in the
219
graphs (3, 1) and (1, 3). The impact of window insulation alteration is more significant for the
220
case of smaller floor area, since the portion of the surface area, or the heat transfer area
221
covered by window increases with the decrease in floor area. The lowest heating load
222
condition is observed at the upper level of FA (=2000 m2) and the lower level of WDI (=0.75
223
W/m2K). For cooling load, the interaction between SHGC and WWR is the most important,
224
and the one between FA and SHGC follows in significance. We could easily guess the
225
physical meaning of some interaction effects, but it would be hard to estimate quantitatively
226
the impact without using experimental design. For some other interaction effects, it was hard
227
to interpret the direct relation between the two factors, where experimental design helped to
228
estimate the impacts quantitatively.
cr
us
an
M
229
ip t
218
The half normal plots for the loads in Figs. 3(c) and 4(c) compare the significance of main and interaction effects together. The absolute effects are estimated to be double the
231
coefficient of each effect. The impacts of interaction effects are comparable to those of main
232
effects, and cannot be neglected in the following optimization process.
te
Ac ce p
233
d
230
234
3.3 Determination of pareto front for optimization
235
Seeking the optimum building design to minimize the building heating and cooling loads is
236
not easy, because some design factors affect in the opposite manner on each load. From Figs.
237
3(a) and 4(a), the alteration to the lower level of WDI helps to decrease heating load, whereas
238
it increases the cooling load. The higher SHGC decreases the heating load, while it increases
239
the cooling load. The impact of each factor varies with the alteration of other factors, i.e.,
240
interaction effect which makes even harder to select proper sets of design factors to minimize
241
total energy loads. The main and interaction effects of all design factors on both heating and
Page 11 of 45
242
cooling loads should be considered together at once in determining the proper building
243
design.
244
The big blue triangle in Fig. 5 represents the coordinate of heating and cooling load of the baseline building estimated by TRNSYS simulation. The black circles show heating
246
and cooling loads of 128 building designs considered in the fractional factorial experiments
247
for the 9 factors. The pareto front, the green lines in Figs. 5(a) and (b), to minimize both
248
heating and cooling loads of buildings simultaneously were determined using the functional
249
relations from the experimental design by NSGA-2 in R. The dashed lines indicate 95%
250
confidence intervals estimated from the regression analysis. The lines connecting nine vertex
251
from A’ to J’ in Fig. 5(b) consist of the pareto front, where particular design factors vary in
252
each segment while others are fixed. Table 5 shows the formula of linear regression analysis
253
as well as the main varying design factors in each segment. In the segment AB, WI and PH
254
levels increase resulted in the increase of heating load, while lowering cooling load. In the
255
following segment, the level of CH increased. The change of effective factors divided the
256
pareto front into different segments. The diamonds are the results of TRNSYS simulations for
257
the inflection points (A-J) of the pareto front, and the segmented straight lines connecting
258
them are the new pareto front from the dynamic simulations. The window performance
259
related factors, i.e., WDI and SHGC, as well as OR, did not vary along the pareto front line
260
fixed at 2.84 W/m2K, 0.2, ‘W’ respectively, which could be explained by the fact that the
261
cooling load of the building is higher than the heating load. The variation of the changing
262
design factors along the pareto front line is listed in Table 6.
Ac ce p
te
d
M
an
us
cr
ip t
245
263 264
3.4 Consideration of directional design alteration
265
Since the window performance related design factors have significant impact on the loads, we
Page 12 of 45
seek a possibility of further optimization by allowing the alteration of WDI, SHGC and
267
WWR in different directions. The total number of factors increased to 18, because the three
268
design factors were allowed to vary in four directions. New fractional factorial experiments
269
were designed considering 512 different building designs to derive the functional relations
270
between the loads and the 18 design factors, which is a huge save over the full factorial
271
design because it would require 262,144 different building designs to simulate.
cr
ip t
266
The lists of coefficients for the functional relations are omitted because the relations
273
contain 106 and 84 terms for heating and cooling loads respectively, and make too long lists.
274
Figure 6 compares the fittings of the functional relations with the TRNSYS simulation results
275
for the design sets in the experimental design. The prediction determination coefficients were
276
0.972 for heating and 0.942 for cooling. Figure 7 shows the pareto front as well as validation
277
against the TRNSYS simulation results. The regression formula and the variation of design
278
factors are presented in Table 7, and the levels of design factors at the inflection points are
279
listed in Table 8. OR, SHGC in all directions, and WWR of south and west sides were kept at
280
lower level (=25%), while the WDI in all directions was at upper level (OR=‘W’, SHGC=0.2,
281
WWR_S=WWR_W=25%, WDI=2.84 W/m2K) for all cases on the pareto front line. The
282
predicted pareto front line and the TRNSYS simulation results for the inflection points
283
showed good agreement within the statistical confidence interval. The line connecting the
284
inflection points from the TRNSYS simulation was defined as the new pareto front line to use
285
in the optimum selection of HVAC systems in the following section. Figure 8 compares the
286
pareto fronts obtained from 9 and 18 factor design cases. There was no difference between
287
the two pareto fronts statistically considering the large confidence intervals, while we sought
288
improvement by allowing directional variation of window performance. Although the
289
optimum condition for the WWR_N was found to be at upper level while WWR in other
Ac ce p
te
d
M
an
us
272
Page 13 of 45
290
directions were at the lower level, the window area in the north surface was very small due to
291
the existence of the core unit, which made insignificant improvement over the 9 factor case.
292
3.5 Implication for HVAC systems
294
Huang and Franconi [21] introduced the concept of system and plant factors to indicate the
295
ratio between the building heating or cooling load and the actual energy consumed by the
296
system and plant to meet the loads, and they reported that the factors could vary in quite wide
297
ranges. They also informed that the typical values are around 0.44 for heating and 0.79 for
298
cooling. The total heat and cooling energy consumption is the sum of energy consumption for
299
heating and cooling as in Eq. (2),
cr
us
an
TEC HEC CEC
M
300
ip t
293
(2)
where TEC, HEC and CEC stand for total, heating and cooling energy consumptions
302
respectively. Considering the system factors for heating and cooling system, the total energy
303
consumption could be rewritten as Eq. (3) in terms of heating and cooling loads.
te
CL cooling TEC
cooling HL heating
(3)
Ac ce p
304
d
301
305
Then the y-intercept represents the multiplication between cooling system factor and total
306
energy consumption. For a given set of system factors, the total energy consumption could be
307
minimized when the line of slope -cooling/heating touches the pareto front line with the
308
minimum y-intercept. Figure 9 shows examples of determination of optimum building design
309
for different system factor ratios. For typical values of heating and cooling system factors in
310
Huang and Franconi [21], the optimum building design set is found to be A in Table 8. If the
311
system factor ratios are 0.56 and 0.17, the optimum design set changes to C and H
312
respectively. For different sets of heating and cooling systems of different system factor ratio,
Page 14 of 45
the optimum building design to minimize total energy consumption changes. Recalling the
314
fact that the pareto front line is a piecewise linear straight line from the results of
315
experimental design analysis, each inflection points of pareto front line works as the optimum
316
building design sets according to different range of the system factor ratio. The relation
317
between the range of system factor ratio and the optimum building design is shown in Table
318
9. This result give us an important message that the optimum building design varies with the
319
selection of heating and cooling systems, hence the active and passive parts of a building
320
should be considered simultaneously in a coupled manner for the optimum design for net-
321
zero energy buildings.
an
us
cr
ip t
313
322
4. Conclusions
324
We developed a systematic methodology to minimize the building heating and cooling loads
325
using experimental design and non-sorting genetic algorithm. The analysis of experimental
326
design provided a ranked list of important through less important factors design factors
327
affecting the building heating and cooling loads. The factors related to window performance
328
were found to be most significant ones together with air leakage. The non-sorting genetic
329
algorithm offered piecewise linear pareto front lines where the optimum building design of
330
minimum heating and cooling loads sets lie. The results of experimental design analysis were
331
statistically verified against TRNSYS simulation results. It was found that the ratio of the
332
efficiencies of heating and cooling systems affected the optimum passive building design,
333
hence the active and passive parts of a building should be considered simultaneously in a
334
coupled manner for the optimum design for net zero energy buildings.
Ac ce p
te
d
M
323
335
Page 15 of 45
335
References
337
[1] J. Cho, S. Shin, J.-H. Kim and H. Hong, Development of an energy evaluation
338
methodology to make multiple predictions of the HVAC&R system energy demand for office
339
buildings. Energy and Buildings 80 (2014) 169-183.
340
[2] L. G. Caldas and L. K. Norford, A design optimization tool based on a genetic algorithm.
341
Automation in Construction 11 (2002) 173-184. doi: 10.1016/S0926-5805(00)00096-0.
342
[3] A. M. Malkawi, R. S. Srinivasan, Y. K. Yi and R. Choudhary, Decision support and
343
design evolution: integrating genetic algorithms, CFD and visualization. Automation in
344
Construction 14 2005 33-44.
345
[4] J. A. Wright, H. A. Loosemore and R. Farmani, Optimization of building thermal design
346
and control by multi-criterion genetic algorithm. Energy and Buildings 34 2002 959-972. doi:
347
10.1016/S0378-7788(02)00071-3.
348
[5] M. Wetter and J. Wright, A comparison of deterministic and probabilistic optimization
349
algorithms for nonsmooth simulation-based optimization. Building and Environment 39
350
(2004) 989-999. doi: 10.1016/j.buildenv.2004.01.022.
351
[6] W. Wang, R. Zmeureanu, and H. Rivard, Applying multi-objective genetic algorithms in
352
green building design optimization. Building and Environment 40 2005 1512-1525. doi:
353
10.1016/j.buildenv.2004.11.017.
354
[7] I. Jaffal, C. Inard and C. Ghiaus, Fast method to predict building heating demand based
355
on the design of experiments. Energy and Buildings, 41 (2009) 669-677.
Ac ce p
te
d
M
an
us
cr
ip t
336
Page 16 of 45
[8] L. Magnier and F. Haghighat, Multiobjective optimization of building design using
357
TRNSYS simulations, genetic algorithm, and Artificial Neural Network, Building and
358
Environment, 45 (2010) 739-746. doi: 10.1016/j.buildenv.2009.08.016.
359
[9] D. C. Montgomery, G. C. Runger and N. F. Hubele, Engineering statistics, third edition,
360
John Wiley & Sons, New York, 2003.
361
[10] S.A. Klein, TRNSYS 17-A TRaNsient SYstem Simulation Program, User Manual.
362
Volume 8: Weather Data. Solar Energy Laboratory, University of Wisconsin-Madison, URL
363
http://sel.me.wisc.edu/trnsys, 2010.
364
[11] U.S. Department of energy commercial reference building models of the national
365
building stock, NREL, 2011.
366
[12] Guideline of window system design for building energy saving, in Korean, Ministry of
367
Land, Transport and Maritime Affairs, 2012.
368
[13] ASHRAE Standard-Energy standard for buildings except low-rise residential buildings,
369
ASHRAE Inc, 2007, Atlanta.
370
[14] U.S. Department of energy infiltration modeling guidelines for commercial building
371
energy analysis, PNNL, 2009.
372
[15] Design guideline for the energy saving of public buildings in innovation city, in Korean,
373
Ministry of Land, Transport and Maritime Affairs, 2010.
374
[16] Explanation of energy saving design standard in buildings, in Korean, Korea Energy
375
Management Corporation, 2011.
376
[17] ANSI/ASHRAE/IESNA Standard -90.1 User’s manual, ASHRAE Inc, 2004, Atlanta.
Ac ce p
te
d
M
an
us
cr
ip t
356
Page 17 of 45
[18] S.A. Klein, TRNSYS 17-A Transient System Simulation Program, Solar Energy
378
Laboratory, University of Wisconsin- Madison, URL http://sel.me.wisc.edu/trnsys, 2010.
379
[19] R Core Team, R: A language and environment for statistical computing. R Foundation
380
for Statistical Computing, Vienna, Austria. URL http://www.R-project.org/, 2014.
381
[20] NIST/SEMATECH e-Handbook of Statistical Methods,
382
http://www.itl.nist.gov/div898/handbook/, accessed on July 1, 2014.
383
[21] Y. J. Huang and E. Franconi, Commercial heating and cooling loads component
384
analysis. Berkeley, CA: Lawrence Berkeley National Laboratory, 1999.
an
us
cr
ip t
377
Ac ce p
te
d
M
385
Page 18 of 45
385
Table 1. Summary of reference building Sub-categories
Location
Value
References
Seoul (Climate Zone 4) KR-Seoul-471080.tm2
[10]
1444
Air conditioned area (m2)
1019
Floor height (m)
3.9
an
Size
Floor area (m2)
Ceiling height (m)
[11]
40
[12]
0.365
[13]
2.84
[13]
0.4
[13]
Infiltration (ACH)
0.3
[14]
People(people/ m2)
0.1
[15]
Lighting(W/m2)
12
[13]
Equipment(W/m2)
16
[15]
Heating (oC)
26
[16]
Cooling (oC)
20
[16]
d
Window
te
SHGC
Internal heat gain
Set temperature
M
External wall (W/m2K) U-value(W/m2K)
Tightness
[11]
2.7
Window-to-wall ratio (%) Wall U-value
cr
Office
us
Use
ip t
Categories
Ac ce p
386
People
[17]
Heating/Cooling
[17]
Lighting
[17]
Equipment
[11]
Schedule
Page 19 of 45
387 388
Factor
Symbol
Level Low (-1)
FA
1000
Aspect ratio (-)
AR
1
Orientation
OR
South
Window-to-wall ratio (%)
WWR
Ceiling height (m)
CH
Plenum height (m)
PH
Wall insulation (W/m2K)
WI
SHGC (-)
390 391 392 393
an
2 West
2.4
2.9
0.8
1.2
0.150
0.365 [13]
0.75
2.84
SHGC
0.2
0.7
ACR
0.1
0.3 [14]
M
52 [12]
d
Ac ce p
Air leakage (ACH)
2000
25
WDI
te
Window insulation (W/m2K)
High (+1)
us
Floor area (m2)
ip t
Table 2. List of factors and their levels
cr
389
Page 20 of 45
393
394
Heating load
◦
Cooling load
*
Peak heating load
***
AR
OR
◦
**
*
WI
*
**
WDI SHGC ACR
◦
◦
**
*
**
***
***
***
***
**
***
***
◦
O
O
***
O
O
O
O
O
O
Ac ce p
399
◦
PH
d O
398
*
**
te
Significant factors
CH
***
Peak Cooling load
WWR
cr
FA
us
Response
an
397
Table 3. Determination of significant design factors from the 20 runs screening DOE (Significance codes: ‘0’ *** ‘0.001’ ** ‘0.01’ * ‘0.05’ ◦ ‘0.1’)
M
396
ip t
395
Page 21 of 45
ip t cr
Table 4. The coefficients for the building heating and cooling loads in Eq. (1) for the fractional factorial design for 9 design factors Heating load Coefficients
Factors
Coefficients
Intercept
6.732
PH:WDI
1.508
FA:WDI
-1.894
WI:ACR
WDI:WWR
1.042
SHGC
Cooling load
Factors
Coefficients
Factors
Intercept
48.210
WWR:WI
7.716
FA:OR
4.087
WWR
-8.657
M an
Factors
us
400
27.184
FA:SHGC
14.543
WDI:SHGC
-8.224 3.0142
Coefficients
WDI:ACR
9.830
FA:ACR
-5.177
WDI:WWR
-4.889
SHGC:ACR
WDI:SHGC
-2.263
CH:WWR
7.280
SHGC:WWR
5.184
WWR:ACR
6.215
-8.487
WDI:WI
2.178
FA:WWR
--5.401
PH:WWR
2.992
11.320
FA:WDI
6.725
PH:WDI
-3.790
ed
FA:WWR
-3.381
-6.508
PH:ACR
CH:WDI
1.860
WWR
-1.911
CH:SHGC
5.218
FA:WI
1.467
FA:CH
-1.527
SHGC:OR
-2.296
FA:CH
-5.850
-3.469
PH:SHGC
4.703
ACR
SHGC:WWR
-1.395
ce pt
WDI
CH:ACR
18.740
FA:WI
ACR
-58.410
CH:SHGC
FA SHGC:ACR FA:SHGC
3.053
Ac
WWR:ACR
1.025
-15.750
2.761
PH:WWR CH FA:PH
-2.756
6.299 -4.277
-1.155
WWR:OR WDI:ACR FA WDI CH:WWR
-2.826 1.715 4.313 -2.071 4.227
CH:ACR
-5.688
SHGC
-5.825
CH:WDI
-9.222 -2.614
WI
-7.743
CH
-1.729
OR
1.437
WDI:WI
4.842
FA:PH
-4.563
401
Page 22 of 45
401
Table 5. Classification of zones on the pareto front line for 9 factor experimental design
Wall Insulation Plenum
BC
(CL)=37.2-0.909(HL)
Ceiling Height
CD
(CL)=36.7-0.588(HL)
Floor Area Ceiling Height Plenum Wall Insulation Air leakage
DE
(CL)=33.8-0.469(HL)
Wall Insulation
EF
(CL)=32.8-0.354(HL)
Ceiling Height
FG
(CL)=31.4-0.158(HL)
GH
(CL)=30.9-0.004(HL)
404
ip t
(CL)=38.0-14.190(HL)
cr
AB
HJ
403
Main varying factor
us
Regression function
d
M
an
Zone
Plenum Height
te
Ac ce p
402
(CL)=30.3-0.003(HL)
Window-to-wall ratio Window-to-wall ratio
Page 23 of 45
404 405
Table 6. Model prediction of building heating and cooling loads variation with design change
406
along the pareto front line for 9 factor experimental design
[kWh/m2yr] [kWh/m2yr]
ACR
CH
PH
WWR
[m2]
[m]
[m]
[%]
[W/m2K]
[ACH]
0.274
0.1
38.11
2000
2.5
0.9
25
B
0.03
37.31
2000
2.4
1.2
25
0.360
0.1
C
0.98
36.57
2000
2.8
1.1
25
0.360
0.1
D
6.37
33.33
1000
2.4
0.8
25
0.168
0.3
E
8.75
32.24
1000
2.4
0.8
25
0.360
0.3
F
12.70
30.82
1000
2.9
0.8
25
0.360
0.3
G
14.90
30.48
1000
2.9
1.2
25
0.360
0.3
H
20.88
30.45
1000
2.9
1.2
41
0.360
0.3
J
24.23
30.44
1000
2.9
1.2
50
0.360
0.3
Ac ce p
te
d
us
cr
0.00
M
A
407 408
WI
FA
an
Points
CL
ip t
HL
Page 24 of 45
408
Table 7. Classification of zones on the pareto front line for 18 factor experimental design Regression function
Main varying factor
AB
(CL)=37.7-0.796 (HL)
Floor Area
BC
(CL)=36.3-0.533(HL)
Floor Area Ceiling Height Wall Insulation Air leakage
CD
(CL)=33.4-0.413(HL)
Air leakage Wall Insulation
DE
(CL)=32.7-0.180(HL)
Ceiling Height
EF
(CL)=32.5-0.351(HL)
Window-to-wall ratio (N)
FG
(CL)=32.3-0.296(HL)
Ceiling Height
GH
(CL)=31.4-0.209(HL)
M
an
us
cr
ip t
Zone
Ac ce p
HJ
410 411 412 413
te
d
409
(CL)=30.9-0.010(HL)
Plenum Height
Window-to-wall ratio (E)
414 415 416 417
Page 25 of 45
418 419 420
Table 8. Model prediction of building heating and cooling loads variation with design change
422
along the pareto front line for 18 factor experimental design
423 HL
CL
PH
WWR_N
WI
ACR
[%]
[W/m K]
[ACH]
43
25
0.36
0.1
47
25
0.36
0.1
50
25
0.15
0.3
0.8
51
0.36
0.3
0.8
52
26
0.36
0.3
WWR_E
[kWh/m yr]
[m ]
[m]
[m]
[%]
A
0.00
37.77
2000
2.4
0.8
B
2.20
35.71
1000
2.4
0.8
C
6.60
33.37
2000
2.8
0.8
D
9.73
32.09
1000
2.4
E
10.06
32.01
1000
2.5
F
10.89
31.72
1000
G
13.97
30.80
1000
H
16.41
30.30
1000
J
18.94
30.06
1000
2
25
2.6
0.8
47
25
0.36
0.3
2.9
0.8
52
26
0.36
0.3
2.9
1.2
51
25
0.36
0.3
2.9
1.2
52
48
0.36
0.3
te
d
M
an
[kWh/m yr]
2
Ac ce p
425
CH
2
2
424
FA
us
Points
cr
ip t
421
Page 26 of 45
425 426
Table 9. The relation between system factor ratio range and optimum building design set Optimum building design set
cooling/heating 0.779
A
0.764 cooling/heating 0.779
B
us
0.202 cooling/heating 0.764
C
0.182 cooling/heating 0.202
an
G
0.163 cooling/heating 0.182
M
cooling/heating0.163
J
te Ac ce p
429
H
d
428
ip t
System factor ratio (cooling/heating)
cr
427
Page 27 of 45
429
List of figures
431
Figure 1
Floor area schematics of the reference building
432
Figure 2
Comparison of the regression equation predictions with dynamic simulation results for 9 factor experimental design: (a) heating and (b) cooling load
Figure 3
Figure 4
(a) Main effects, (b) interaction effects and (c) half normal plots for building
Figure 5
an
cooling load from the fractional factorial experiments of 9 factor case
437 438
us
heating load from the fractional factorial experiments of 9 factor case
435 436
(a) Main effects, (b) interaction effects and (c) half normal plots for building
cr
433 434
ip t
430
Comparison of building heating and cooling loads of the building designs on the pareto front line against those of the baseline design and DOE design
440
points for 9 factor case: (a) comparison of the heating and cooling loads of
441
DOE design points and pareto front, and (b) enlarged view for the pareto
442
front and verification of the experimental design predictions against
443
TRNSYS simulation results
d
Figure 6
448 449 450 451
Ac ce p
447
Comparison of the regression equation predictions with dynamic simulation results for 18 factor experimental design: (a) heating and (b) cooling loads
445 446
te
444
M
439
Figure 7
Comparison of building heating and cooling loads of the building designs on the pareto front line against those of the baseline design and DOE design points for 18 factor case: (a) comparison of the heating and cooling loads of DOE design points and pareto front, and (b) enlarged view for the pareto front and verification of the experimental design predictions against TRNSYS simulation results
452
Figure 8
Comparison of the pareto front lines between 9 and 18 factor DOE analyses
453
Figure 9
Examples of determination of optimum building design sets for different
454
system factor ratios cooling/heating: (a) 0.17, (b) 0.56 and (c) 1.80
455 456
Page 28 of 45
ip t cr us M
an 458
d
Fig. 1
te
457
251658240
Ac ce p
456
Page 29 of 45
20
ip t
data exact line
0
M
5
an
10
us
15
cr
2
Modelpredictheatingload[kWh/m yr]
25
458
5
10
15
20
25
d
0
2
461
Ac ce p
460
te
Trnsysheatingload[kWh/m yr]
459
Fig. 2(a)
Page 30 of 45
ip t
55 30
35
40
45
M
30
35
an
40
us
45
cr
50
2
Modelpredictcoolingload[kWh/m yr]
60
data exact line
50
55
60
2
Trnsyscoolingload[kWh/m yr]
te
464
Fig. 2(b)
Ac ce p
463
d
462
Page 31 of 45
CH
WDI
SHGC
WWR
ACR
-1
467
1
251658240
-1
1
-1
1
-1
1
-1
1
d
Level
te
466
-1
Fig. 3(a)
Ac ce p
465
1
M
1
2
an
3
4
us
5
cr
2
Heatingload[kWh/m yr]
6
ip t
7
8
FA
Page 32 of 45
12 8
-1 4
FA
12
0
1
8
ip t
-1 4
CH
12
cr
8
-1 4
WDI
8
-1 4
SHGC
0
1
us
12
0
1
12
2
Heatingload[kWh/m yr]
0
1
8
an
-1
4
WWR
470
1
-1
1
-1
1
-1
ACR 1
1
-1
1
-1
1
Level
d
-1
te
469
251658240
-1
Fig. 3 (b)
Ac ce p
468
M
0
4
8
12
0
1
Page 33 of 45
WDI
2.0
*
1.5
*
WWR
WDI:WWR
FA
cr
*
1.0
* WDI:ACR * FA:WDI * SHGC
us
* CH WDI:SHGC * FA:WWR *CH:WDI
* * SHGC:WWR CH:ACR *WWR:ACR
0
1
an
*
* SHGC:ACR * FA:SHGC * WDI:PH * ACR:WI * FA:ACR * CH:WWR * WDI:WI * ACR:PH * FA:CH * FA:WI * CH:SHGC ** WWR:PH FA:PH
2
M
0.0
0.5
half-normal scores
*
ACR
ip t
*
3
4
5
6
absolute effects
473
d te
472
251658240
Fig. 3(c)
Ac ce p
471
Page 34 of 45
CH
WDI
SHGC
WWR
WI
ACR
OR
ip t
46 -1
476
1
-1
251658240
1
-1
1
-1
1
-1
1
-1
1
-1
1
d
Level
te
475
-1
Fig. 4 (a)
Ac ce p
474
1
M
36
38
an
40
42
us
44
cr
2
Coolingload[kWh/m yr]
48
50
FA
Page 35 of 45
30
45
-1 FA 1
30
45
-1 WDI 1
cr
2
Coolingload[kWh/m yr]
ip t
30
45
-1 CH 1
30
45
-1 SHGC 1
30
an
45
-1 WI 1
-1
1
-1
1
-1
1
-1
1
-1
1
-1
1
-1
1
d
Level
te
479
1
-1 OR 1
Fig. 4(b)
Ac ce p
478
-1
M
45
30
45
-1 ACR 1
30
477
us
30
45
-1 WWR 1
Page 36 of 45
2.5
*
WDI
ACR
WWR SHGC:WWR
cr
1.5
* * *
FA:SHGC
FA WDI:SHGC * WDI:WWR *WIOR * FA:WWR * FA:WDI * CH:SHGC * SHGC:OR * SHGC:PH * * WWR:OR * WDI:ACR * CH:WWR * CH:ACR * WWR:WI FA:OR * SHGC:ACR * WWR:ACR * WWR:PH * WDI:PH ** FA:WI * CH FA:CH CH:WDI ** WDI:WI ** FA:PH
*
2
us an
0.0
0
4
M
1.0
*
0.5
half-normal scores
*
SHGC
ip t
2.0
*
6
8
10
12
14
te
481
251658240
Fig. 4(c)
Ac ce p
480
d
absolute effects
Page 37 of 45
65
ip t
55
5
10
15
M
0
an
30
35
40
us
45
cr
50
2
Coolingload[kWh/m yr]
60
baseline DOE design points(9 factors) Trnsys(9 factors) Pareto-front(9 factors)
20
25
30
2
Heatingload[kWh/m yr]
d
484
Fig. 5(a)
te
483
251658240
Ac ce p
482
Page 38 of 45
38
A' A Trnsys(9 factors) Pareto-front(9 factors) Confidence interval(9 factors)
B' B
34
cr
2
Coolingload[kWh/m yr]
36
ip t
C'C
D
us
D' E
32
E'
G
F'
30
G'
5
10
15
H'
M
0
an
F
20
HJ'
25
J
30
2
Heatingload[kWh/m yr]
d
Fig. 5(b)
te
486
251658240
Ac ce p
485
Page 39 of 45
ip t
15 0
M
0
an
5
us
10
cr
2
Modelpredictheatingload[kWh/m yr]
data exact line
5
10
15
20
2
Trnsysheatingload[kWh/m yr]
d
Fig. 6(a)
te
488
251658240
Ac ce p
487
Page 40 of 45
60
ip t 35
40
M
35
an
40
us
45
cr
50
2
Modelpredictcoolingload[kWh/m yr]
55
data exact line
45
50
55
2
Trnsyscoolingload[kWh/m yr]
491 492 493 494 495 496 497 498
d
Fig. 6(b)
te
490
251658240
Ac ce p
489
Page 41 of 45
cr
ip t
60 50
us
45
an
40
0
M
30
35
2
Coolingload[kWh/m yr]
55
baseline DOE design points(18 factors) Trnsys(18 factors) Pareto-front(18 factors)
5
10
15
20
2
Heatingload[kWh/m yr]
d
Fig. 7(a)
te
500
251658240
Ac ce p
499
Page 42 of 45
ip t
Trnsys(18 factors) Pareto-front(18 factors) Confidence interval(18 factors) B
36
38
A' A
34
cr
2
Coolingload[kWh/m yr]
B'
32
D
E F D'E' F'
an
G
us
C C'
H
G'
0
M
30
H'
5
10
15
J
J'
20
2
503
te
502
251658240
Fig. 7(b)
Ac ce p
501
d
Heatingload[kWh/m yr]
Page 43 of 45
28
an
30
ip t
us
32
34
cr
2
Coolingload[kWh/m yr]
36
38
Trnsys(9 factors) Trnsys(18 factors) Pareto-front(9 factors) Pareto-front(18 factors) Confidence interval(9 factors) Confidence interval(18 factors)
5
10
15
M
0
20
25
2
Heatingload[kWh/m yr]
507
d
506
Fig. 8
te
505
251658240
Ac ce p
504
Page 44 of 45
A
ip t
36
B
34
cr
2
Coolingload[kWh/m yr]
Inflection points(18 factors) Pareto-front(18 factors) Case a(18 factors) Case b(18 factors) Case c(18 factors)
32
D
E F
us
C
30
an
G
5
10
M
0
H J 15
20
2
Heatingload[kWh/m yr]
510 511 512
d
Fig. 9
te
509
251658240
Ac ce p
508
Page 45 of 45