Cyclic Load Behavior of Low-Slenderness Reinforced Concrete Walls: Design Basis and Test Results

10.14359/703 ◽  
1999 ◽  
Vol 96 (4) ◽  
Keyword(s):  
Reinforced Concrete ◽  
Cyclic Load ◽  
Test Results ◽  
Concrete Walls ◽  
Reinforced Concrete Walls ◽  
Design Basis ◽  
Load Behavior

Insulation Type Effect on the Direct Shear Behavior of Concrete Sandwich Panel (CSP) with Non-Shear Connectors

2013 ◽  
Vol 663 ◽  
pp. 154-158 ◽  
Author(s):  
Tae Sik Oh ◽  
Seok Joon Jang ◽  
Kang Min Lee ◽  
Hyun Do Yun
Keyword(s):  
Reinforced Concrete ◽  
Sandwich Panel ◽  
Residential Buildings ◽  
Precast Concrete ◽  
Test Results ◽  
Concrete Wall ◽  
Concrete Walls ◽  
Shear Connectors ◽  
Reinforced Concrete Walls ◽  
Pull Out

Precast concrete sandwich panels (PCSP) are often used as exterior cladding of residential buildings due to thermal efficiency. PCSP systems consist of two precast reinforced concrete walls separated by a layer of insulation and connected with connectors which penetrate the insulation layer and are anchored at two precast walls. This paper provides the pull-out test results of concrete sandwich panel (CSP) with non-shear connectors. The variables in this study were the casting direction of reinforced concrete walls and types of insulation. Test results indicated that the types of insulations and casting direction have a significant effect on the bond strength between concrete wall and insulation. The effect of insulation type is notable for CSP cast horizontally concrete walls.

Cyclic lateral load behavior of squat reinforced concrete walls

2018 ◽  
Vol 160 ◽  
pp. 147-160 ◽  
Author(s):  
Tevfik Terzioglu ◽  
Kutay Orakcal ◽  
Leonardo M. Massone
Keyword(s):  
Reinforced Concrete ◽  
Lateral Load ◽  
Concrete Walls ◽  
Reinforced Concrete Walls ◽  
Cyclic Lateral Load ◽  
Load Behavior

scholarly journals Out-of-Plane Shear Strength of Steel-Plate-Reinforced Concrete Walls Dependent on Bond Behavior

2010 ◽  
Vol 5 (4) ◽  
pp. 385-394 ◽  
Author(s):  
Sung-Gul Hong ◽  
◽  
Wonki Kim ◽  
Kyung-Jin Lee ◽  
Namhee Kim Hong ◽  
...  
Keyword(s):  
Shear Strength ◽  
Reinforced Concrete ◽  
Steel Plate ◽  
Shear Behavior ◽  
Test Results ◽  
Plane Shear ◽  
Concrete Walls ◽  
Reinforced Concrete Walls ◽  
Out Of Plane ◽  
Strength Models

This paper investigates the out-of-plane shear behavior of composite steel-plate-reinforced concrete walls (SC walls) and proposes their shear-strength-models based on plasticity theory limit analysis. For speedy, modular construction, SC walls are fabricated using double-skin steel plates with welded shear studs and sandwiching concrete between them. A review of current design formulas provides better understanding of bond-stress-dependent shear behavior relying on studs of SC walls. We conducted experiments on bondstrength-dependent arch and/or truss action to verify proposed shear-strength models with test results. Test results, including those from literature, agreed well with the strength anticipated by proposed formulas.

Effectiveness of repairing old reinforced-concrete walls of the No. 8 lock of the Moscow Canal by prestressed anchors

1996 ◽  
Vol 30 (11) ◽  
pp. 654-663 ◽  
Author(s):  
V. N. Zhukov ◽  
S. V. Ternavskii ◽  
Yu. O. Zal'tsman ◽  
A. A. Lyubomirov
Keyword(s):  
Reinforced Concrete ◽  
Concrete Walls ◽  
Reinforced Concrete Walls
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