Hysteretic Behavior and Strength Capacity of Shallowly Embedded Steel Column Bases-Reference-Cited by-同舟云学术

Hysteretic Behavior and Strength Capacity of Shallowly Embedded Steel Column Bases

Published:2009-10 Issue:10 Volume:135 Page:1231-1238
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Cui Yao¹²³,Nagae Takuya¹²³,Nakashima Masayoshi¹²³

Affiliation:

1. Graduate Student, Dept. of Architecture and Architectural Engineering, Kyoto Univ., Gokasho, Uji, Kyoto 611-0011, Japan (corresponding author).

2. Research Fellow, National Research Institute for Earth Science and Disaster Prevention, Shinjimicho, Miki, Hyogo 673-0515, Japan.

3. Professor, Disaster Prevention Research Institute, Kyoto Univ., Gokasho, Uji, Kyoto 611-0011, Japan.

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.0000056

Reference18 articles.

1. AISC. (2005a). Steel construction manual Chicago.

2. AISC. (2005b). Seismic provisions for structural steel buildings Chicago.

3. American Concrete Institute (ACI). (2002). Building code requirements for structural concrete and commentary Farmington Hill Michigan.

4. Architectural Institute of Japan (AIJ). (1990). Design guidelines for earthquake resistant reinforced concrete buildings based on ultimate strength concept Tokyo (in Japanese).

5. Architectural Institute of Japan (AIJ). (1995). “Reconnaissance report on damage to steel building structures observed from the 1995 Hyogoken-Nanbu earthquake.” Rep. Prepared for the Steel Committee of the Kinki Branch of the AIJ Osaka Japan.

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