Analytical Model for Predicting Shear Strengthof Squat Walls-Reference-Cited by-同舟云学术

Analytical Model for Predicting Shear Strengthof Squat Walls

Published:2001-01 Issue:1 Volume:127 Page:43-50
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Hwang Shyh-Jiann¹²³⁴,Fang Wen-Hung¹²³⁴,Lee Hung-Jen¹²³⁴,Yu Hsin-Wan¹²³⁴

Affiliation:

1. Prof., Dept. of Constr. Engrg., Nat. Taiwan Univ. of Sci. and Technol., Taipei, Taiwan 10672, ROC.

2. Former Grad. Res. Asst., Dept. of Constr. Engrg., Nat. Taiwan Univ. of Sci. and Technol., Taipei, Taiwan 10672, ROC.

3. PhD, Dept. of Constr. Engrg., Nat. Taiwan Univ. of Sci. and Technol., Taipei, Taiwan 10672, ROC.

4. Assoc. Prof., Dept. of Civ. Engrg., Chung Kuo Inst. of Technol. and Commerce, Taipei, Taiwan 117, ROC.

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%282001%29127%3A1%2843%29

Reference23 articles.

1. American Concrete Institute (ACI). ( 1995). “Building code requirements for structural concrete.” ACI 318-95 and commentary (ACI 318R-95) Farmington Hills Mich.

2. Barda F. Hanson J. M. and Corley W. G. ( 1977). “Shear strength of low-rise walls with boundary elements.” Reinforced concrete structures in seismic zones SP-53 American Concrete Institute Farmington Hills Mich.

3. “The behavior of one-story reinforced concrete shear walls.”;Benjamin J. R.;J. Struct. Div.,1957

4. Cardenas A. E. Russell H. G. and Corley W. G. ( 1980). “Strength of low-rise structural walls.” Reinforced concrete structures subject to wind and earthquake forces SP-63 American Concrete Institute Farmington Hills Mich.

5. Fintel M. ( 1991). “Shearwalls—an answer for seismic resistance?” Concrete Int. 13(7) 48–53.

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