Two-Dimensional Grid Strut-Tie Model Approach for Structural Concrete-Reference-Cited by-同舟云学术

Two-Dimensional Grid Strut-Tie Model Approach for Structural Concrete

Published:2008-07 Issue:7 Volume:134 Page:1199-1214
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Yun Young Mook¹²,Kim Byung Hun¹²

Affiliation:

1. Professor, School of Architecture and Civil Engineering, Kyungpook National Univ., Daegu 702-701, Korea. E-mail: ymyun@knu.ac.kr

2. Post-Doctoral Researcher, Dept. of Civil, Environmental, and Architectural Engineering, Univ. of Colorado, Boulder, CO 80309. E-mail: bhkim2001@knu.ac.kr

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%290733-9445%282008%29134%3A7%281199%29

Reference21 articles.

1. Experimental evaluation of design procedures for shear strength of deep reinforced concrete beams;Aguilar G.;ACI Struct. J.,2002

2. Automatic generation of truss model for optimal design of reinforced concrete structures;Ali M. A.;ACI Struct. J.,2001

3. Alshegeir A. (1992). “Analysis and design of disturbed regions with strut-tie models.” Ph.D. dissertation School of Civil Engineering Purdue Univ. West Lafayette Ind.

4. American Concrete Institute (ACI). (1999). “Building code requirements for structural concrete.” ACI 318-99 and “Commentary” ACI 318R-99 Farmington Hills Mich.

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