Seismic Performance and Response of Seismically Isolated Curved Steel I-Girder Bridge-Reference-Cited by-同舟云学术

Seismic Performance and Response of Seismically Isolated Curved Steel I-Girder Bridge

Published:2016-12 Issue:12 Volume:142 Page:04016121
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Monzon Eric V.¹,Buckle Ian G.²,Itani Ahmad M.³

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering, West Virginia Univ. Institute of Technology, Montgomery, WV 25136 (corresponding author).

2. Professor, Dept. of Civil and Environmental Engineering, Univ. of Nevada, Reno, NV 89557.

3. Professor and Chair, Dept. of Civil and Environmental Engineering, Univ. of Nevada, Reno, NV 89557.

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.0001594

Reference21 articles.

1. AASHTO. (2008). “AASHTO LRFD bridge design specifications.” Washington DC.

2. AASHTO. (2010). “Guide specifications for seismic isolation design.” Washington DC.

3. Aiken I. D. Kelly J. M. Clark P. W. Tamura K. Kikuchi M. and Itoh T. (1992). “Experimental studies of the mechanical characteristics of three types of seismic isolation bearings.” Proc. 10th World Conf. on Earthquake Engineering Madrid Spain.

4. Buckle I. G. (1984). “Factors affecting the performance of lead–rubber energy dissipaters.” Proc. Bridge Design and Research Seminar Road Research Unit Wellington New Zealand 157–170.

5. Buckle I. G. Moustafa A.-A. and Monzon E. V. (2011). “Seismic isolation design examples of highway bridges.” Final Rep. NCHRP 20-7/Task 262 (M2) National Cooperative for Highway Research Program (NCHRP) Transportation Research Board Washington DC.

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