Evaluation of Seismic Performance Factors in High Rise Steel Buildings with Dual Lateral Systems Consisting of Buckling Restrained Braced Frames and Intermediate Moment Frames

Author:

Yavarian Sipan,Ahmad Rais

Publisher

Elsevier BV

Subject

Applied Mathematics

Reference13 articles.

1. American Society of Civil Engineers, 2005. Minimum Design Loads for Buildings and other Structures (ASCE/SEI 7-05), 3rd ED., American Society of Civil Engineers, USA.

2. Development of a Displacement-Based Design Method for Steel Dual Systems with Buckling-Restrained Brace Sand Moment Resisting Frames”;Maley;Journal of Earthquake Engineering,2010

3. American Society of Civil Engineers, 2010. Minimum Design Loads for Buildings and other Structures (ASCE/SEI 7-10), 4th ED., American Society of Civil Engineers, USA.

4. Establishing R (OR RW) and CD Factors for Building Seismic;Uang;Journal of Structural Engineering,1991

5. Federal Emergency Management Agency, 2009. Quantification of Building Seismic Performance Factors (FEMA P695), Federal Emergency Management Agency, California.

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