Forensic Analysis of Link Fractures in Eccentrically Braced Frames during the February 2011 Christchurch Earthquake: Testing and Simulation-Reference-Cited by-同舟云学术

Forensic Analysis of Link Fractures in Eccentrically Braced Frames during the February 2011 Christchurch Earthquake: Testing and Simulation

Author:

Kanvinde A. M.¹,Marshall K. S.²,Grilli D. A.³,Bomba G.⁴

Affiliation:

1. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of California, Davis, CA 95616 (corresponding author).

2. Staff Engineer, Structural Integrity Associates, 5435 Oberlin Dr., San Diego, CA 92121.

3. Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Univ. of California, Davis, CA 95616.

4. Senior Associate, Forell Elsesser Engineers, 160 Pine St., San Francisco, CA 94111.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

Reference41 articles.

1. ABAQUS 6.12 [Computer software]. Providence RI Simulia.

2. AISC. (2010). “Seismic provisions for structural steel buildings.” ANSI/AISC 341-10 Chicago.

4. ASTM. (2011a). “Standard specification for structural steel shapes.” ASTM A992 West Conshohocken PA.

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