Seismic Behavior of RC Wide Beam-Column Connections Under Dynamic Loading-Reference-Cited by-同舟云学术

Seismic Behavior of RC Wide Beam-Column Connections Under Dynamic Loading

Published:2007-07-09 Issue:4 Volume:11 Page:493-511
ISSN:1363-2469
Container-title:Journal of Earthquake Engineering
language:en
Short-container-title:Journal of Earthquake Engineering

Author:

Benavent-Climent A.

Publisher

Informa UK Limited

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Link

http://www.tandfonline.com/doi/pdf/10.1080/10256018808623883

Reference24 articles.

1. ACI. 1991. “American Concrete Institute, Recommendations for Design of Beam-Column Joints in Monolitic Reinforced Concrete Structures ACI352R-91”. USA

2. ACI. 1995. “American Concrete Institute, Building Code Requirements for Structural Concrete ACI318-95 and Commentary ACI318R-95”. USA

3. ACI. 2001. “American Concrete Institute, Building Code Requirements for Structural Concrete ACI 318-02 and Commentary ACI 318R-02”. USA

4. AIJ. 1990. “Architectural Institute of Japan, Design Guidelines for Earthquake Resistant Concrete Buildings Based on Ultimate Strength Concept”. Japan

5. Compressive behaviour of concrete at high strain rates

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