Experimental and Numerical Investigation of Flexural Concrete Wall Design Details-Reference-Cited by-同舟云学术

Experimental and Numerical Investigation of Flexural Concrete Wall Design Details

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

Behrouzi A.¹²³³⁴,Welt T.¹²³³⁴,Lehman D.¹²³³⁴,Lowes L.¹²³³⁴,LaFave J.¹²³³⁴,Kuchma D.¹²³³⁴

Affiliation:

1. Assistant Professor, Dept. of Architectural Engineering, California Polytechnic State Univ. – San Luis Obispo, 1 Grand Ave., Bldg. 21, San Luis Obispo, CA 93407.

2. Postdoctoral Researcher, 1325 Richelieu Ln, Houston, TX 77018.

3. Professor, Dept. of Civil and Environmental Engineering, Univ. of Washington, 201 More Hall, Box 352700, Seattle, WA 98195.

4. Professor, Associate Head, Dept. of Civil and Environmental Engineering, Univ. of Illinois at Urbana-Champaign, 205 N Mathews Ave., Urbana, IL 61801.

Publisher

American Society of Civil Engineers

Link

http://ascelibrary.org/doi/pdf/10.1061/9780784480410.035

Reference20 articles.

1. ACI. (2011). ACI 318-11: Building Code Requirements for Structural Concrete. Farmington Hills: American Concrete Institute.

2. ACI. (2014). ACI 318-14: Building Code Requirements for Structural Concrete. Farmington Hills Michigan: American Concrete Institute.

3. ASCE. (2010). ASCE/SEI 7-10: Minimum Design Loads for Buildings and Other Structures. Reston VA: American Society of Civil Engineers.

4. Behrouzi A. (2016) Impact of Cross Section Web Reinforcement and Load History on the Seismic Performance of Slender Concrete Walls. Ph.D Dissertation Urbana: University of Illinois.

5. Earthquake Engineering Research Institute (EERI). (2010). The Mw 8.8 Chile Earthquake of February 2010. EERI Earthquake Spectra Special Earthquake Report (June).

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