Behavior of Precast Concrete Shear Walls for Seismic Regions: Comparison of Hybrid and Emulative Specimens-Reference-Cited by-同舟云学术

Behavior of Precast Concrete Shear Walls for Seismic Regions: Comparison of Hybrid and Emulative Specimens

Published:2013-11 Issue:11 Volume:139 Page:1917-1927
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Smith Brian J.¹,Kurama Yahya C.²,McGinnis Michael J.³

Affiliation:

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

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

3. Assistant Professor, Univ. of Texas at Tyler, Civil Engineering, 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.0000755

Reference24 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 Detroit.

2. 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 Detroit.

3. American Concrete Institute (ACI). (2011). “Building code requirements for structural concrete and commentary.” ACI 318-11 Detroit.

4. Rocking Wall–Frame Structures with Supplemental Tendon Systems

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

Cited by 152 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Lateral response of post-tensioned pendulum shear walls;Structures;2024-09

2. Study on the shear mechanism of horizontal joints within UVDR precast shear wall by quasi-static test and finite element analysis;Results in Engineering;2024-09

3. Out‐of‐plane response of prefabricated concrete shear walls connected via grouted sleeves;Structural Concrete;2024-08-18

4. Force-displacement response and damage evolution of the locally prestressed precast concrete wall;Structures;2024-08

5. Cyclic Behavior of Partially Prefabricated Steel Shape-Reinforced Concrete Composite Shear Walls: Experiments and Finite Element Analysis;Buildings;2024-07-17