Effects of Foundation Uplift on the Dynamic Response of Steel Frames-Reference-Cited by-同舟云学术

Effects of Foundation Uplift on the Dynamic Response of Steel Frames

Published:2017-04-04 Issue: Volume: Page:
ISSN:
Container-title:Structures Congress 2017
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Author:

Salehi Mohammad¹²³,Jafarieh Amir Hossein¹²³,Ghannad Mohammad Ali¹²³

Affiliation:

1. Department of Civil, Environmental, and Architectural Engineering, University of Colorado at Boulder, UCB 428, Boulder, CO 80309,

2. Department of Civil Engineering, Sharif University of Technology, P.O. Box 11155-4313, Azadi St, Tehran 14588-89694, Iran.

3. Dept. of Civil Engineering, Sharif Univ. of Technology, P.O. Box 11155-4313, Azadi St, Tehran 14588-89694, Iran.

Publisher

American Society of Civil Engineers

Link

http://ascelibrary.org/doi/pdf/10.1061/9780784480410.038

Reference25 articles.

1. Seismic Provisions for Structural Steel Buildings;American Institute of Steel Construction;Standard ANSI/AISC,2010

2. Specification for Structural Steel Buildings;American Institute of Steel Construction;Standard ANSI/AISC,2010

3. Minimum Design Loads for Buildings and Other Structures;American Society of Civil Engineers;Standard ASCE/SEI,2010

4. Seismic Rocking Isolation of an Asymmetric Frame on Spread Footings

5. Applied Technology Council (2005). Improvement of Nonlinear Static Seismic Analysis Procedures FEMA 440. Federal Emergency Management Agency. FEMA Washington D.C.

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