Do all roads lead to Rome? A comparison of knowledge-based, data-driven, and physics-based surrogate models for performance-based early design

被引:17
作者
Esteghamati, Mohsen Zaker [1 ]
Flint, Madeleine M. [2 ]
机构
[1] Utah State Univ, Dept Civil & Environm Engn, Logan, UT 84322 USA
[2] Nike Co, Data Sci & Adv Analyt, San Francisco, CA USA
基金
美国国家科学基金会;
关键词
Early design; Surrogate modeling; Performance -based earthquake engineering; Physics -based models; Data -driven models; Knowledge -based models; OF-FREEDOM SYSTEMS; SEISMIC DEMAND; DRIFT DEMANDS; CAPACITY; CURVES; FRAMEWORK; ENERGY; DAMAGE;
D O I
10.1016/j.engstruct.2023.116098
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
A performance-based early design must assess the life cycle performance of a sizable design space at low computational cost and limited data. This paper evaluates the relative capabilities of three surrogate modeling approaches to estimate seismic loss under complete and incomplete design information scenarios. Three surrogate models of knowledge-based (i.e., from prior published assessments), data-driven (i.e., support vector machine trained on a simulation-based building inventory), and physics-based (i.e., equivalent single-degree-offreedom systems) are systematically used to estimate bounds on direct seismic loss for four hypothetical concrete office construction projects in Charleston, South Carolina. Subsequently, a framework is presented that implements these surrogate models as a sequence to explore design alternatives consistent with divergenceconvergence cycles of early design exploration. The results show that all different surrogate models provide reasonable accuracy for the complete design information case, whereas data-driven models provided higher accuracy than the other models. For incomplete design information, the data-driven models demarcated the performance space and estimated the same median loss values as detailed loss analysis. In contrast, physics-based surrogate models were more accurate in capturing the relationship between loss and design parameters for smaller sets of design alternatives. Nevertheless, all different surrogate modeling techniques were inadequate to capture loss variability between different designs of the same geometry.
引用
收藏
页数:15
相关论文
共 78 条
[1]  
American Society of Civil Engineers, 2010, ASCE Standard, P608, DOI [10.1061/9780784412916, DOI 10.1061/9780784412916]
[2]   Copula-based reliability and sensitivity analysis of aging dams: Adaptive Kriging and polynomial chaos Kriging methods [J].
Amini, A. ;
Abdollahi, A. ;
Hariri-Ardebili, M. A. ;
Lall, U. .
APPLIED SOFT COMPUTING, 2021, 109
[3]   Seismic vulnerability assessment of multi-degree-of-freedom systems based on total input energy and momentary input energy responses [J].
Amiri, J. Vaseghi ;
Amiri, G. Ghodrati ;
Ganjavi, B. .
CANADIAN JOURNAL OF CIVIL ENGINEERING, 2008, 35 (01) :41-56
[4]  
[Anonymous], 2011, Hazus-MH 2.1 Hurricane Model User Manual, P1
[5]   Story-specific demand models and seismic fragility estimates for multi-story buildings [J].
Bai, Jong-Wha ;
Gardoni, Paolo ;
Hueste, Mary Beth D. .
STRUCTURAL SAFETY, 2011, 33 (01) :96-107
[6]   Seismic Fragility Functions via Nonlinear Response History Analysis [J].
Bakalis, Konstantinos ;
Vamvatsikos, Dimitrios .
JOURNAL OF STRUCTURAL ENGINEERING, 2018, 144 (10)
[7]   SPO2FRAG: software for seismic fragility assessment based on static pushover [J].
Baltzopoulos, Georgios ;
Baraschino, Roberto ;
Iervolino, Iunio ;
Vamvatsikos, Dimitrios .
BULLETIN OF EARTHQUAKE ENGINEERING, 2017, 15 (10) :4399-4425
[8]   Estimating aftershock collapse vulnerability using mainshock intensity, structural response and physical damage indicators [J].
Burton, Henry V. ;
Sreekumar, Sooryanarayan ;
Sharma, Mayank ;
Sun, Han .
STRUCTURAL SAFETY, 2017, 68 :85-96
[9]   Natural language processing [J].
Chowdhury, GG .
ANNUAL REVIEW OF INFORMATION SCIENCE AND TECHNOLOGY, 2003, 37 :51-89
[10]   Near-optimal piecewise linear fits of static pushover capacity curves for equivalent SDOF analysis [J].
De Luca, F. ;
Vamvatsikos, D. ;
Iervolino, I. .
EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 2013, 42 (04) :523-543