Large-Scale Hybrid Simulation of a Steel Moment Frame Building Structure through Collapse-Reference-Cited by-同舟云学术

Large-Scale Hybrid Simulation of a Steel Moment Frame Building Structure through Collapse

Published:2016-01 Issue:1 Volume:142 Page:04015086
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Del Carpio Ramos Maikol¹,Mosqueda Gilberto²,Hashemi M. Javad³

Affiliation:

1. Graduate Student, Dept. of Civil, Structural, and Environmental Engineering, Univ. at Buffalo, Buffalo, NY 14260 (corresponding author).

2. Associate Professor, Dept. of Structural Engineering, Univ. of California, San Diego, CA 92093.

3. Research Fellow, Faculty of Science, Engineering and Technology, Swinburne Univ. of Technology, Melbourne, VIC 3122, Australia.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0001328

Reference45 articles.

1. A Time Integration Algorithm for Structural Dynamics With Improved Numerical Dissipation: The Generalized-α Method

2. Del Carpio Ramos M. Mosqueda G. and Lignos D. G. (2014). “Hybrid simulation of the seismic response of a steel moment frame building structure through collapse.” Technical Rep. MCEER-14-0003 State Univ. of New York at Buffalo Buffalo NY.

3. Dorka U. E. and Heiland D. (1991). “Fast online earthquake utilizing a novel PC supported measurement and control concept.” 4th Conf. on Structural Dynamics Univ. of Southampton U.K.

4. Elwood K. J. and Moehle J. P. (2003). “Shake table tests and analytical studies on the gravity load collapse of reinforced concrete frames.” PEER Rep. 2013/01 Univ. of California Berkeley CA.

Cited by 50 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Discussion on the accuracy of methods for determining interface force between numerical and physical substructures in shaking table-based real-time hybrid simulation;Mechanical Systems and Signal Processing;2025-01

2. Hybrid simulation testing of two-storey low-aspect-ratio nuclear RC shear walls with normal- and high-strength reinforcement: Seismic performance evaluation and economic assessment;Structures;2024-11

3. Hybrid simulation of steel frames with Dissipative Replaceable Link Frame and high-strength steel coupling beams;Engineering Structures;2024-10

4. Seismic Performance Assessment of Built-Up High-Strength Steel Tubular Columns through Multiaxis Cyclic and Hybrid Simulation;Journal of Structural Engineering;2024-07

5. Hybrid simulation of a steel frame with Dissipative Replaceable Link Frames;Bulletin of Earthquake Engineering;2024-04-25