• Corpus ID: 38389113

BEHA VIOUR OF PRECAST CONCRETE SHEAR WALL CONNECTIONS UNDER LARGE REVERSED CYCLIC SHEAR LOADS

@inproceedings{West2003BEHAVO,
  title={BEHA VIOUR OF PRECAST CONCRETE SHEAR WALL CONNECTIONS UNDER LARGE REVERSED CYCLIC SHEAR LOADS},
  author={Jeffrey West and Khaled Soudki and S. H. RizkaIla},
  year={2003}
}
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 structures requires the ability to predict the behaviour of the connections. This paper presents results of an experimental program conducted at the University of Manitoba to study the behaviour of horizontal connections for precast wall panels subjected to large reversed cyclic inelastic shear… 
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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

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D inring the past decade, use of precast loadbearing shear wall panels for high rise construction has become very popular due to the high quality control achieved at the precast concrete

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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