Seismic response of bent caps in as-built and retrofitted reinforced concrete box-girder bridges-Reference-Cited by-同舟云学术

Seismic response of bent caps in as-built and retrofitted reinforced concrete box-girder bridges

Published:2015-09 Issue: Volume:98 Page:59-73
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Moustafa Mohamed A.,Mosalam Khalid M.

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference21 articles.

1. Caltrans. Seismic Design Criteria 1.7. California Department of Transportation, Sacramento, CA; 2013.

2. AASHTO. AASHTO guide specifications for LRFD seismic bridge design, 2nd ed., American Associate of State Highway and Transportation Officials. Washington, D.C; 2011.

3. French CW, Moehle JP. Effect of floor slab on behavior of slab-beam-column connections. ACI Special Publication, 123; 1991.

4. Modeling slab contribution in frame connections;Shahrooz;J Struct Eng,1992

5. Slab participation in practical earthquake design of reinforced concrete frames;Pantazopoulou;ACI Struct J,2001

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