Hybrid simulation of steel frame structures with sectional model updating-Reference-Cited by-同舟云学术

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Hybrid simulation of steel frame structures with sectional model updating

Published:2016-01-27 Issue:8 Volume:45 Page:1251-1269
ISSN:0098-8847
Container-title:Earthquake Engineering & Structural Dynamics
language:en
Short-container-title:Earthquake Engng Struct. Dyn.

Author:

Wu Bin¹²,Chen Yongsheng³⁴,Xu Guoshan¹²,Mei Zhu¹²,Pan Tianlin¹²,Zeng Cong¹²

Affiliation:

1. Key Laboratory of Structures Dynamic Behavior and Control (Harbin Institute of Technology); Ministry of Education; Harbin 150090 China

2. School of Civil Engineering; Harbin Institute of Technology; Harbin 150090 China

3. Institute of Engineering Mechanics; China Earthquake Administration; Harbin 150080 China

4. Key Laboratory of Earthquake Engineering and Engineering Vibration of China Earthquake Administration; Harbin 150080 China

Funder

National Natural Science Foundation of China

Publisher

Wiley

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Link

http://onlinelibrary.wiley.com/wol1/doi/10.1002/eqe.2706/fullpdf

Reference40 articles.

1. Dynamic destructive test of a cantilever beam, controlled by an analog-computer;Hakuno;Transactions of the Japan Society of Civil Engineers,1969

2. Development of real-time pseudo dynamic testing;Nakashima;Earthquake Engineering and Structural Dynamics,1992

3. Operator-splitting method for real-time substructure testing;Wu;Earthquake Engineering and Structural Dynamics,2006

4. Real-time hybrid testing using the unconditionally stable explicit CR integration algorithm;Chen;Earthquake Engineering and Structural Dynamics,2009

5. Rosenbrock-based algorithms and subcycling strategies for real-time nonlinear substructure testing;Bursi;Earthquake Engineering and Structural Dynamics,2001

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