Experimental study and associated mechanism analysis of horizontal bolted connections involved in a precast concrete shear wall system

2018 ◽  
Vol 20 (1) ◽  
pp. 282-295 ◽  
Author(s):  
Jian Sun ◽  
Hongxing Qiu ◽  
Hongbo Jiang
Keyword(s):  
Experimental Study ◽  
Precast Concrete ◽  
Shear Wall ◽  
Mechanism Analysis ◽  
Bolted Connections ◽  
Wall System

Development of a Precast Concrete Shear-Wall System Requiring Special Code Acceptance

PCI Journal ◽  
2007 ◽  
Vol 52 (1) ◽  
pp. 122-135 ◽  
Author(s):  
Can Bora ◽  
Michael G. Oliva ◽  
Suzanne Dow Nakaki ◽  
Roger Becker
Keyword(s):  
Precast Concrete ◽  
Shear Wall ◽  
Wall System

scholarly journals Experimental Study on Flexural Behavior of Precast Concrete Shear Walls with Vertical Joint

2017 ◽  
Vol 11 (1) ◽  
pp. 955-964
Author(s):  
Guangming Qiu ◽  
Jiliang Liu ◽  
Mingjin Chu ◽  
Gang Wang ◽  
Muhe Liu
Keyword(s):  
Experimental Study ◽  
Precast Concrete ◽  
Shear Walls ◽  
Shear Wall ◽  
Flexural Behavior ◽  
Good Ability ◽  
Earthquake Load ◽  
Low Cyclic Loading ◽  
Vertical Joint

Background: To study the flexural behaviors of the concrete shear walls with precast hollow slab, one cast in-situ reinforced concrete shear wall and two precast two-way hollow slab shear walls (PTHSWs) vertical joint were tested under low cyclic loading. Objective: The study showed that vertical joints of PTHSW are safe and reliable to ensure the effective connection between the assembly units. The ductility coefficient of shear wall is larger than 7, so this kind of shear wall has good ability of deformation especially under earthquake load. Results: The interface can effectively ensure the integral performance of PTHSWs and its effect on the flexural behaviors of PTHSWs could be ignored.

Performance of Precast Concrete Moment Frames Subjected to Column Removal: Part 1, Experimental Study

PCI Journal ◽  
2017 ◽  
Vol 62 (5) ◽  
Author(s):  
H. S. Lew ◽  
Joseph A. Main ◽  
Yihai Bao ◽  
Fahim Sadek ◽  
Vincent P. Chiarito ◽  
...  
Keyword(s):  
Experimental Study ◽  
Precast Concrete ◽  
Moment Frames ◽  
Column Removal

Horizontal Connections for Precast Concrete Shear Wall Panels Under Cyclic Shear Loading

PCI Journal ◽  
1996 ◽  
Vol 41 (3) ◽  
pp. 64-80 ◽  
Author(s):  
Khaled A. Soudki ◽  
Jeffrey S. West ◽  
Sami H. Rizkalla ◽  
Bruce Blackett
Keyword(s):  
Precast Concrete ◽  
Shear Wall ◽  
Shear Loading ◽  
Cyclic Shear ◽  
Horizontal Connections ◽  
Wall Panels
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