To satisfy the various space demands of occupants in high-rise buildings, such buildings are often constructed with different structural systems along the height of the building, which causes vertical irregularity in the structural system. In buildings with a vertically irregular structural system, transfer slabs are often used to transfer loads from the upper part to the lower part of the building. The transfer slab can perform more efficiently by placing voids in slab regions that do not resist a high level of slab loads. This study evaluated the punching shear strength of voided transfer slabs by conducting experimental tests on five transfer slab specimens. Based on the test results, methods were developed for accurately calculating the punching shear strength of voided transfer slabs.
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November 2014
Research Article|
November 01 2014
Evaluation of punching shear strength of voided transfer slabs
Sang Whan Han;
Sang Whan Han
Professor of Architectural Engineering, Department of Architectural Engineering, Hanyang University, Seoul, Korea
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Chang Seok Lee
Chang Seok Lee
Graduate Student, Department of Architectural Engineering, Hanyang University, Seoul, Korea
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Publisher: Emerald Publishing
Revision Received:
March 14 2014
Accepted:
June 04 2014
Revision Requested:
July 14 2014
Online ISSN: 1751-763X
Print ISSN: 0024-9831
ICE Publishing: All rights reserved
2014
Magazine of Concrete Research (2014) 66 (21): 1116–1128.
Article history
Revision Received:
March 14 2014
Accepted:
June 04 2014
Revision Requested:
July 14 2014
Citation
Han SW, Lee CS (2014), "Evaluation of punching shear strength of voided transfer slabs". Magazine of Concrete Research, Vol. 66 No. 21 pp. 1116–1128, doi: https://doi.org/10.1680/macr.14.00080
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