Stiffness Reduction Factor for Flat Slab Structures under Lateral Loads-Reference-Cited by-同舟云学术

Stiffness Reduction Factor for Flat Slab Structures under Lateral Loads

Published:2009-06 Issue:6 Volume:135 Page:743-750
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Han Sang-Whan¹²³,Park Young-Mi¹²³,Kee Seong-Hoon¹²³

Affiliation:

1. Professor, Dept. of Architectural Engineering, Hanyang Univ., Seoul 133-791, Korea.

2. Graduate Student, Dept. of Architectural Engineering, Hanyang Univ., Seoul, Korea.

3. Graduate Student, Dept. of Civil and Environmental Engineering, Univ. of Texas, Austin, TX 73301.

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.0000001

Reference17 articles.

1. Banchik C. A. (1987). “Effective beam width coefficients for equivalent frame analysis of flat-plate structures.” ME thesis Univ. of California Berkeley Calif.

2. RC Flat Slab‐Column Subassemblages under Lateral Loading

3. Verification of proposed design methodologies for effective width of slabs in slab-column frames;Grossman J. S.;ACI Struct. J.,1997

4. Hysteretic behavior of exterior post-tensioned flat plate connections

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