Influence of Vertical Ground Shaking on Horizontal Response of Seismically Isolated Buildings with Friction Bearings-Reference-Cited by-同舟云学术

Influence of Vertical Ground Shaking on Horizontal Response of Seismically Isolated Buildings with Friction Bearings

Published:2016-01 Issue:1 Volume:142 Page:04015089
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Ryan Keri L.¹,Dao Nhan D.²

Affiliation:

1. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Nevada, Reno, NV 89557-0258 (corresponding author).

2. Lecturer, Ho Chi Minh City Univ. of Architecture, Ho Chi Minh City, Vietnam.

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.0001352

Reference15 articles.

1. Effects of axial force variation in the seismic response of bridges isolated with friction pendulum systems;Calvi G. M.;J. Earthquake Eng.,2004

2. Computational Simulation of a Full-Scale, Fixed-Base, and Isolated-Base Steel Moment Frame Building Tested at E-Defense

3. Dao N. D. and Ryan K. L. (2015). “Seismic response of a full-scale 5-story steel frame building isolated by with triple pendulum bearings under 3D excitations.” Rep. No. CCEER-15-01 Center for Civil Engineering Earthquake Research Univ. of Nevada Reno NV.

4. Predicting the displacement of triple pendulum™ bearings in a full-scale shaking experiment using a three-dimensional element

5. Bridge seismic response as a function of the Friction Pendulum System (FPS) modeling assumptions

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