Design and Measured Behavior of a Hybrid Precast Concrete Wall Specimen for Seismic Regions-Reference-Cited by-同舟云学术

Design and Measured Behavior of a Hybrid Precast Concrete Wall Specimen for Seismic Regions

Published:2011-10 Issue:10 Volume:137 Page:1052-1062
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Smith Brian J.¹²³,Kurama Yahya C.¹²³,McGinnis Michael J.¹²³

Affiliation:

1. Graduate Student, Civil Engineering and Geological Sciences, Univ. of Notre Dame, Notre Dame, IN 46556.

2. Professor, Civil Engineering and Geological Sciences, Univ. of Notre Dame, Notre Dame, IN 46556 (corresponding author).

3. Assistant Professor, Dept. of Civil Engineering, Univ. of Texas at Tyler, Tyler, TX 75799.

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%29ST.1943-541X.0000327

Reference16 articles.

1. American Concrete Institute (ACI). (2007). “Acceptance criteria for special unbonded post-tensioned precast structural walls based on validation testing and commentary.” ACI ITG-5.1-07 ACI Innovation Task Group 5 Detroit.

2. American Concrete Institute (ACI). (2008). “Building code requirements for structural concrete and commentary.” ACI 318-08 ACI Committee 318 Detroit.

3. American Concrete Institute (ACI). (2009). “Design of a special unbonded post-tensioned precast shear wall satisfying ACI ITG-5.1 requirements.” ACI ITG-5.2-09 ACI Innovation Task Group 5 Detroit.

4. ASCE. (2005). “Minimum design loads for buildings and other structures.” ASCE/SEI 7-05 Reston VA.

5. Digital image correlation analysis of interfacial debonding properties and fracture behavior in concrete

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