Effect of Building Nonlinearity on Seismic Response of Nonstructural Components: A Parametric Study-Reference-Cited by-同舟云学术

Effect of Building Nonlinearity on Seismic Response of Nonstructural Components: A Parametric Study

Published:2008-04 Issue:4 Volume:134 Page:661-670
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Chaudhuri Samit Ray¹²,Villaverde Roberto¹²

Affiliation:

1. Post-Doctoral Researcher, Dept. of Civil and Environmental Engineering, Univ. of California, Irvine, CA 92697-2175 (corresponding author).

2. Professor Emeritus, Dept. of Civil and Environmental Engineering, Univ. of California, Irvine, CA 92697-2175.

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%290733-9445%282008%29134%3A4%28661%29

Reference19 articles.

1. Dynamics of elastic-plastic shear frames with secondary structures: shake table and numerical studies

2. Dynamic analysis of inelastic primary–secondary systems

3. Minimum Design Loads for Buildings and Other Structures

4. Aziz T. and Ghobarah A. (1988). “Equipment design: Future directions.” Proc. 9th World Conf. on Earthquake Engineering Vol. 6 Japan Association for Earthquake Disaster Prevention Tokyo 261–266.

5. Response Characteristics of Inelastic 2‐DOF Primary‐Secondary System

Cited by 90 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. Effect of a frequency adaptive control system on the modal control spillover of structures;Structures;2024-09

2. Control of a building system with sudden nonlinearity using the sliding mode technique;Journal of Vibration and Control;2024-08-20

3. Seismic response of expanded polystyrene (EPS) sandwiched concrete panels system in buildings: Damage distribution and correlation analysis of parameters;Journal of Building Engineering;2024-08

4. Proposed Reliable Peak Component Factors for Ductile Light NSCs Subjected to Horizontal Ground Motions;2024-07-29

5. Estimation of consistent absolute acceleration and relative displacement floor response spectra in existing masonry-infilled reinforced concrete buildings;Bulletin of Earthquake Engineering;2024-07-01