Experimental Evaluation of Low Fidelity Models on Co-Kriging Metamodeling of Global Structural Response through Real-Time Hybrid Simulation
被引:3
作者:
Chen, Cheng
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机构:
San Francisco State Univ, Sch Engn, San Francisco, CA 94132 USASan Francisco State Univ, Sch Engn, San Francisco, CA 94132 USA
Chen, Cheng
[1
]
Yang, Yanlin
论文数: 0引用数: 0
h-index: 0
机构:
Shandong Univ, Sch Civil Engn, Jinan 250100, Peoples R ChinaSan Francisco State Univ, Sch Engn, San Francisco, CA 94132 USA
Yang, Yanlin
[2
]
Hou, Hetao
论文数: 0引用数: 0
h-index: 0
机构:
Shandong Univ, Sch Civil Engn, Jinan 250100, Peoples R ChinaSan Francisco State Univ, Sch Engn, San Francisco, CA 94132 USA
Hou, Hetao
[2
]
Peng, Changle
论文数: 0引用数: 0
h-index: 0
机构:
Southeast Univ, Key Lab Concrete & Prestressed Concrete Struct, Minist Educ, Nanjing 211189, Peoples R ChinaSan Francisco State Univ, Sch Engn, San Francisco, CA 94132 USA
Peng, Changle
[3
]
Xu, Weijie
论文数: 0引用数: 0
h-index: 0
机构:
Southeast Univ, Key Lab Concrete & Prestressed Concrete Struct, Minist Educ, Nanjing 211189, Peoples R ChinaSan Francisco State Univ, Sch Engn, San Francisco, CA 94132 USA
Xu, Weijie
[3
]
机构:
[1] San Francisco State Univ, Sch Engn, San Francisco, CA 94132 USA
[2] Shandong Univ, Sch Civil Engn, Jinan 250100, Peoples R China
[3] Southeast Univ, Key Lab Concrete & Prestressed Concrete Struct, Minist Educ, Nanjing 211189, Peoples R China
Real-time hybrid simulation (RTHS) provides a cyber-physical technique for large- or full-scale experiments in size limited laboratories when parts of the structure are difficult for accurate modeling. Traditional practice of RTHS assumes deterministic structural properties therefore could not account for uncertainties in global response prediction in an efficient and effective way. Previous studies have shown that metamodeling enables efficient uncertainty quantification through limited number of expensive physical experiments or computational simulation. More recent studies indicate that multifidelity Co-Kriging can achieve better accuracy with fewer experiments or less simulation. This study presents an experimental study of the influence of low-fidelity model accuracy on Co-Kriging metamodeling for uncertainty quantification. Laboratory RTHS through are considered as high-fidelity (HF) simulation and conducted in parallel with low-fidelity (LF) computational simulation of the same structure. The Co-Kriging metamodeling is then applied to integrate multifidelity simulation to render accurate response prediction over the entire sample space of uncertainty input variables. Different parameter values are used for same computational model to emulate different LF simulation for Co-Kriging metamodeling. RTHS tests are conducted for a single-degree-of-freedom (SDOF) structure with self-centering viscous damper (SC-VD). The Co-Kriging metamodels established from experimental results are then evaluated through validation tests and further compared with corresponding Kriging metamodels. A multifidelity Co-Kriging with LF model updating is further proposed to improve the convergence and accuracy in response estimation for uncertainty quantification.
机构:
San Francisco State Univ, Sch Engn, San Francisco, CA 94132 USASan Francisco State Univ, Sch Engn, San Francisco, CA 94132 USA
Chen, Cheng
Yang, Yanlin
论文数: 0引用数: 0
h-index: 0
机构:
Shandong Univ, Sch Civil Engn, Jinan, Peoples R ChinaSan Francisco State Univ, Sch Engn, San Francisco, CA 94132 USA
Yang, Yanlin
Hou, Hetao
论文数: 0引用数: 0
h-index: 0
机构:
Shandong Univ, Sch Civil Engn, Jinan, Peoples R ChinaSan Francisco State Univ, Sch Engn, San Francisco, CA 94132 USA
Hou, Hetao
Peng, Changle
论文数: 0引用数: 0
h-index: 0
机构:
Southeast Univ, Minist Educ, Key Lab Concrete & Prestressed Concrete Struct, Nanjing, Peoples R ChinaSan Francisco State Univ, Sch Engn, San Francisco, CA 94132 USA
Peng, Changle
Xu, Weijie
论文数: 0引用数: 0
h-index: 0
机构:
Southeast Univ, Minist Educ, Key Lab Concrete & Prestressed Concrete Struct, Nanjing, Peoples R ChinaSan Francisco State Univ, Sch Engn, San Francisco, CA 94132 USA
机构:
San Francisco State Univ, Sch Engn, 1600 Holloway Ave, San Francisco, CA 94132 USASoutheast Univ, Key Lab Concrete & Prestressed Concrete Struct, Minist Educ, Nanjing 210018, Peoples R China
机构:
San Francisco State Univ, Sch Engn, San Francisco, CA 94132 USASan Francisco State Univ, Sch Engn, San Francisco, CA 94132 USA
Chen, Cheng
Yang, Yanlin
论文数: 0引用数: 0
h-index: 0
机构:
Shandong Univ, Sch Civil Engn, Jinan, Peoples R ChinaSan Francisco State Univ, Sch Engn, San Francisco, CA 94132 USA
Yang, Yanlin
Hou, Hetao
论文数: 0引用数: 0
h-index: 0
机构:
Shandong Univ, Sch Civil Engn, Jinan, Peoples R ChinaSan Francisco State Univ, Sch Engn, San Francisco, CA 94132 USA
Hou, Hetao
Peng, Changle
论文数: 0引用数: 0
h-index: 0
机构:
Southeast Univ, Minist Educ, Key Lab Concrete & Prestressed Concrete Struct, Nanjing, Peoples R ChinaSan Francisco State Univ, Sch Engn, San Francisco, CA 94132 USA
Peng, Changle
Xu, Weijie
论文数: 0引用数: 0
h-index: 0
机构:
Southeast Univ, Minist Educ, Key Lab Concrete & Prestressed Concrete Struct, Nanjing, Peoples R ChinaSan Francisco State Univ, Sch Engn, San Francisco, CA 94132 USA
机构:
San Francisco State Univ, Sch Engn, 1600 Holloway Ave, San Francisco, CA 94132 USASoutheast Univ, Key Lab Concrete & Prestressed Concrete Struct, Minist Educ, Nanjing 210018, Peoples R China