T-Shaped RC Structural Walls Subjected to Multidirectional Loading: Test Results and Design Recommendations-Reference-Cited by-同舟云学术

T-Shaped RC Structural Walls Subjected to Multidirectional Loading: Test Results and Design Recommendations

Author:

Brueggen Beth L.¹,French Catherine E.²,Sritharan Sri³

Affiliation:

1. Senior Associate, Wiss, Janney, Elstner Associates, Inc., 6363 North State Highway 161, Suite 550, Irving, TX 75038.

2. Professor, Dept. of Civil Engineering, Univ. of Minnesota, 500 Pillsbury Dr. SE, Minneapolis, MN 55455 (corresponding author).

3. Professor, Dept. of Civil, Construction, and Environmental Engineering, Iowa State Univ., 394 Town Engineering, Ames, IA 55011.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

Reference25 articles.

2. ACI (American Concrete Institute). (2002). “Building code requirements for structural concrete.” ACI 318-02 Farmington Hills MI.

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

4. ACI (American Concrete Institute). (2014). “Building code requirements for structural concrete.” ACI 318-14 Farmington Hills MI.

5. ASTM. (2000). “Standard specification for deformed and plain billet-steel bars for concrete reinforcement.” ASTM A615/A614M West Conshohocken PA.

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