Design Results of RC Members Subjected to Bending, Shear, and Torsion Using ACI 318:08 and BS 8110:97 Building Codes-Reference-Cited by-同舟云学术

Design Results of RC Members Subjected to Bending, Shear, and Torsion Using ACI 318:08 and BS 8110:97 Building Codes

Published:2013-11 Issue:4 Volume:18 Page:213-224
ISSN:1084-0680
Container-title:Practice Periodical on Structural Design and Construction
language:en
Short-container-title:Pract. Period. Struct. Des. Constr.

Author:

Alnuaimi Ali S.¹,Patel Iqbal I.²,Al-Mohsin Mohammed C.³

Affiliation:

1. Associate Professor, Dept. of Civil and Architectural Engineering, College of Engineering, Sultan Qaboos Univ., P.O. Box 33, P.C. 123 Muscat, Oman (corresponding author).

2. Structural Engineer, Muscat Municipality, P.O. Box 79, P.C. 100 Muscat, Oman.

3. Assistant Professor, Civil Engineering Dept., College of Engineering, Univ. of Buarimi, P.O. Box 890, P.C. 512 Buraimi, Oman.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Arts and Humanities (miscellaneous),Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29SC.1943-5576.0000158

Reference13 articles.

1. Alnuaimi A. S. and Bhatt P. (2006). “Design of solid reinforced concrete beams.” Structures Buildings 159(4) 197–216.

2. Treatment of torsion of reinforced concrete beams in current structural standards;Ameli M.;Asian J. Civil Eng. (Building Housing),2007

3. American Concrete Institute (ACI). (2005). “Building code requirements for structural concrete and commentary.” 318-05 Farmington Hills MI.

4. American Concrete Institute (ACI). (2008). “Building code requirements for structural concrete and commentary.” 318-08 Farmington Hills MI.

5. Bari M.S.(2000). “Punching shear strength of slab-column connections—A comparative study of different codes.” J. Inst. Engineers (India) 80(4) 163–168.

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