Multiple Shear Key Connections for Precase Shear Wall Panels

@article{Rizkalla1989MultipleSK,
  title={Multiple Shear Key Connections for Precase Shear Wall Panels},
  author={Sarni H. Rizkalla and Reynaud L. Serrette and J. Scott Heuvel and Emmanuel K. Attiogbe},
  journal={Pci Journal},
  year={1989},
  volume={34},
  pages={104-120}
}
P recast concrete shear wall panels are used extensively in high rise construction. Their attractiveness and economy are mainly due to the high quality control that is achieved at the manufacturing plant, and the ease and speed of panel assembly at the construction site. One of the main concerns in precast concrete construction is the method by which the panels are connected. Connections must provide adequate strength, ductility and continuity in order to insure the integrity of the structure… 
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48 Citations
Background Citations
8
Methods Citations
3

48 Citations

Horizontal Post-Tensioned Connections for Precast Concrete Load bearing Shear Wall Panels
This paper presents the results of nine prototype specimens tested to investigate the behavior and capacity of post-tensioned horizontal connections typically used for precast loadbearing shear wall…
Horizontal connections for precast concrete shear wall panels under cyclic shear loading
The performance of precast concrete loadbearing shear wall panel structures during an earthquake relies on the behavior and integrity of the connections between the panels. Design of these structures…
ANALYSIS OF PRECAST SHEAR WALL CONNECTION- STATE OF THE ART REVIEW
The behavior of precast members in whole structure is different than cast in situ member due to their joints condition. So it is important to study the behavior of precast concrete member and its…
Test and analysis of a new ductile shear connection design for RC shear walls
This paper presents a new and construction‐friendly shear connection for the assembly of precast reinforced concrete shear wall elements. In the proposed design, the precast elements have indented…
Experimental Study on Shear Behavior of Mid-rise Assembled Monolithic Concrete Shear Walls with Varying Axial Compression Ratio
The result showed that the brittle failure was extinct, and the new-type shear walls had good deformability whose ductility factors were over 4.3. The axial compression ratio had significant…
Performance of Precast Shear Wall Connections Under Monotonic and Cyclic Loading: A State-of-the-Art Review
TLDR
Tall buildings are the need of the hour for affordable housing projects in India and the strength and stiffness are generally provided by the wall system, which comprises shear walls, and their behaviour under various loading conditions are discussed.
Shear Resistance of Steel Fiber Reinforced Concrete of Trapezoidal Shear Key
One of the concern that arise in precast concrete construction would be the connections of two components. Shear key is one of the method to connect two or more precast panels. However, there is no…
ULTIMATE SHEAR CAPACITY AND FAILURE OF SHEAR KEY CONNECTION IN PRECAST CONCRETE CONSTRUCTION
This paper presents the experimental results on the strength of shear key connection in precast concrete construction. The use of shear key is to connect two separate precast components to increase…
SEISMIC DESIGN CONSIDERATIONS FOR PRECAST CONCRETE SHEAR WALL CONNECTIONS
The performance of precast shear wall panel structures subjected to earthquakes relies on the behaviour and integrity of the connections between the panels. The current lack of knowledge on the…
BEHA VIOUR OF PRECAST CONCRETE SHEAR WALL CONNECTIONS UNDER LARGE REVERSED CYCLIC SHEAR LOADS
The performance of precast concrete load bearing shear wall panel structures subjected to earthquakes relies on the behaviour and integrity of the connections between the panels. Design of these…
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References

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