Structural Characterization of Modern Highway Overcrossings—Case Study-Reference-Cited by-同舟云学术

Structural Characterization of Modern Highway Overcrossings—Case Study

Published:2004-06 Issue:6 Volume:130 Page:846-860
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Zhang Jian¹,Makris Nicos²,Delis Tim³

Affiliation:

1. Assistant Professor, Univ. of Illinois at Urbana–Champaign, Urbana, IL 61801; formerly, Graduate Student Researcher, Univ. of California, Berkeley, CA 94720.

2. Professor, Univ. of California, Berkeley, CA 94720.

3. Senior Bridge Engineer, California Dept. of Transportation.

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%282004%29130%3A6%28846%29

Reference53 articles.

1. ABAQUS . (1997). User’s manual v 5.7 Hibbitt Karlsson & Sorensen Inc.

2. Abramowitz M. and Stegun I. A. (1970). Handbook of mathematical functions with formulas graphs and mathematical tables Dover New York.

3. Applied Technology Council. (2002). “Seminar on response modification technologies for performance-based seismic design.” Rep. No. ATC-17-2 Applied Technology Council Los Angeles.

4. Badoni D. and Makris N. (1997). “Analysis of the nonlinear response of structures supported on pile foundations.” Rep. No. UCB/EERC-97/07 Univ. of California Berkeley Calif.

5. California Dept. of Transportation (Caltrans). (1989).

Cited by 18 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 the angle of seismic incidence on the response of a long-span curved bridge under spatially varying ground motions;Numerical Methods in Civil Engineering;2022-03-01

2. Earthquake Response Control of Isolated Bridges Using Supplementary Passive Dampers;Practice Periodical on Structural Design and Construction;2021-05

3. Evaluation of a developed bypass viscous damper performance;Frontiers of Structural and Civil Engineering;2020-06

4. Optimal Design of Seismic Protective Devices for Highway Bridges Using Performance-Based Methodology and Multiobjective Genetic Optimization;Journal of Bridge Engineering;2017-03

5. Evaluating the Effectiveness and Optimal Design of Isolation Bearings and Fluid Dampers for a Highway Bridge Using a Fragility Function Method and Genetic Optimization;Geotechnical and Structural Engineering Congress 2016;2016-02-08