Nonlinear analysis of a large bridge with isolation bearings-Reference-Cited by-同舟云学术

Nonlinear analysis of a large bridge with isolation bearings

Published:1999-07 Issue:1-3 Volume:72 Page:279-292
ISSN:0045-7949
Container-title:Computers & Structures
language:en
Short-container-title:Computers & Structures

Author:

Mutobe R.M.,Cooper T.R.

Publisher

Elsevier BV

Subject

Computer Science Applications,Mechanical Engineering,General Materials Science,Modeling and Simulation,Civil and Structural Engineering

Reference4 articles.

1. Imbsen and Associates Inc. Technical design criteria for seismic retrofit of the Benicia-Martinez Bridge, contract no. 59X473, Revision 3, 14 February, 1996

2. International Civil Engineering Consultants, Inc., Benicia-Martinez seismic retrofit, seismic soil-foundation structure interaction analyses, 90% submittal report, July 31, 1996

3. Constantinou MC, Tsopelas P, Kim Y-S, Okamoto S. NCEER-Taisei Corporation research program on sliding isolation systems for bridges: experimental and analytical study of friction pendulum system. Report no. 93, National Center for Earthquake Engineering, State University of New York at Buffalo, submitted May 1993

4. Earthquake Protection Systems Inc. Technical characteristics of friction pendulum bearings, March 1996

Cited by 14 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. Seismic behaviour of the curved bridge with friction pendulum system;Journal of Asian Architecture and Building Engineering;2023-12-05

2. A comparative assessment on the response of isolated curved bridges with varying radius of curvature;Asian Journal of Civil Engineering;2023-09-07

3. Improvement in the Seismic Performance of a Super-Long-Span Concrete-Filled Steel-Tube-Arch Bridge;Buildings;2023-07-16

4. Seismic isolation effect of a new type of friction pendulum bearing in high-speed railway girder bridge;Structures;2023-05

5. Damage Model of Bridge Bearing and Its Influence on Train-Track-Bridge Dynamic System;Mechanics;2022-12-05