Accidental Eccentricity of Story Shear for Low-Rise Office Buildings-Reference-Cited by-同舟云学术

Accidental Eccentricity of Story Shear for Low-Rise Office Buildings

Published:2011-04 Issue:4 Volume:137 Page:513-520
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

De-la-Colina Jaime¹²³,Benítez Bernardino¹²³,Ruiz Sonia E.¹²³

Affiliation:

1. Professor, School of Engineering, Universidad Autonoma del Estado de Mexico, 50130 Toluca, Edo. de Mexico, Mexico.

2. Master of Engineering, School of Engineering, Universidad Autonoma del Estado de Mexico, 50130 Toluca, Edo. de Mexico, Mexico.

3. Professor, Institute of Engineering, Universidad Nacional Autonoma de Mexico, 04510 Coyoacan, Mexico, D. F., Mexico (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0000302

Reference21 articles.

1. ASCE. (2005). “Minimum design loads for buildings and other structures.” ASCE-7-05 Reston VA.

2. Associate Committee on the National Building Code (ACNBC). (2005). National Building Code of Canada (NBCC) National Research Council of Canada Ottawa.

3. Building Seismic Safety Council (BSSC). (2003). NERPH recommended provisions for seismic regulations for new buildings and other structures FEMA 450 Washington DC.

4. Probability model for design live loads;Chalk P. L.;J. Struct. Div.,1980

5. Some Simple Gamma Variate Generators

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