Simulation of Seismic Collapse in Nonductile Reinforced Concrete Frame Buildings with Masonry Infills-Reference-Cited by-同舟云学术

Simulation of Seismic Collapse in Nonductile Reinforced Concrete Frame Buildings with Masonry Infills

Published:2014-08 Issue:8 Volume:140 Page:
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Burton Henry¹,Deierlein Gregory²

Affiliation:

1. Ph.D. Candidate, Dept. of Civil Engineering, Stanford Univ., Blume Center, 439 Panama Mall, Building 540, Room 118, Stanford, CA 94305 (corresponding author).

2. Professor, Dept. of Civil Engineering, Stanford Univ., Blume Center, 439 Panama Mall, Building 540, Room 118, Stanford, CA 94305.

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.0000921

Reference23 articles.

1. ASCE. (2007). “Seismic rehabilitation of existing buildings.” ASCE/Structural Engineering Institute (SEI) 41 Reston VA.

2. ASCE. (2010). “Minimum design loads for buildings and other structures.” ASCE 7-10 Reston VA.

3. Lateral Stiffness of Brick Masonry Infilled Plane Frames

4. Chrysostomou C. (1991). “Effects of degrading infill walls on the nonlinear seismic response of two-dimensional steel frames.” Ph.D. dissertation Dept. of Civil and Environmental Engineering Cornell Univ. Ithaca NY.

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