Collapse Fragility of Steel Structures Subjected to Earthquake Mainshock-Aftershock Sequences

Author:

Li Yue1,Song Ruiqiang2,Van De Lindt John W.3

Affiliation:

1. Associate Professor, Dept. of Civil and Environmental Engineering, Michigan Technological Univ., Houghton, MI 49931 (corresponding author).

2. Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Michigan Technological Univ., Houghton, MI 49931.

3. George T. Abell Professor in Infrastructure, Dept. of Civil and Environmental Engineering, Colorado State Univ., Fort Collins, CO 80523-1372.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference38 articles.

1. Summary of the Abrahamson & Silva NGA Ground-Motion Relations

2. Earthquake Safety Evaluation of Gravity Dams Considering Aftershocks and Reduced Drainage Efficiency

3. American Institute of Steel Construction (AISC). (2005). “Seismic Provisions for Structural Steel Buildings.” Including Supplement No. 1 AISC Chicago IL.

4. ASCE-41. (2006). Seismic rehabilitation of existing buildings American Society of Civil Engineers Reston VA.

5. ASCE-7. (2002). Minimum design loads for buildings and other structures Structural Engineering Institute (SEI) Reston VA.

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