Seismic reliability assessment of a steel moment-resisting frame with two different ductility levels using a cloud analysis approach

Author:

Aval Seyed Bahram Beheshti,Verki Amir Masoumi

Publisher

Springer Science and Business Media LLC

Subject

Mechanical Engineering,Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Reference61 articles.

1. American Institute of Steel Construction (AISC, 2010), Prequalified Connections for Special and Intermediate Steel Moment Frames for Seismic Applications (ANSI/AISC 358-10), Including Supplement No. 1, (AISC), Chicago, Illinois.

2. American Society of Civil Engineers (ASCE, 2010), Minimum Design Loads for Buildings and Other Structures (ASCE 7−10), American Society of Civil Engineers, Reston, Virginia.

3. Applied Technology Council (ATC, 2010), Modeling and Acceptance Criteria for Seismic Design and Analysis of Tall Buildings (ATC 72-1), Redwood City, California, Applied Technology Council (ATC, 2012), Guidelines for Seismic Performance Assessment of Buildings (ATC 58), Redwood City, California.

4. Aslani H and Miranda E (2003), “Probabilistic Response Assessment for Building-Specific Loss Estimation,” PEER Report, Pacific Earthquake Engineering Research (PEER) Center, University of California Berkeley.

5. Azarbakht A and Dolšek M (2011), “Progressive Incremental Dynamic Analysis for First-Mode Dominated Structures,” Journal of Structural Engineering, 3(137): 445–455. DOI: 10.1061/(ASCE) ST.1943-541X. 0000282.

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