Performance-Based Shear Wall Design of Six-Story Neeswood Capstone Building via Simplified Direct Displacement Design Procedure

Author:

Pang W.,Rosowsky D. V.,van de Lindt J. W.,Pei S.

Publisher

American Society of Civil Engineers

Reference14 articles.

1. ASCE (2006). Seismic Rehabilitation of Existing Buildings (ASCE/SEI 41-06) American Society of Civil Engineers Reston VA.

2. ATC (2008). Quantification of Building Seismic Performance Factors ATC-63 90%-draft Project Report Applied Technology Council Redwood City CA.

3. Christovasilis I.P. Filiatrault A. and Wanitkorkul A. 2007. Seismic Testing of a Full-Scale Two-Story Wood Light-frame Building: NEESWood Benchmark Test NEESWood Report NW-01 State University of New York at Buffalo NY.

4. ICBO (1988). Uniform Building Code International Conference of Building Officials Whittier CA.

5. ICC (2006). International Building Code Building Officials and Code International Code Council Country Club Hills IL.

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