A Study on Hybrid Precast walls
S. Rohith,C. R. Chidambaram,K. Karthikeyan,M. Helen Santhi +3 more
- Vol. 80, Iss: 1, pp 012037
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The article was published on 2017-07-01 and is currently open access. It has received 0 citations till now. The article focuses on the topics: Cracking.read more
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Behavior of Precast Concrete Shear Walls for Seismic Regions: Comparison of Hybrid and Emulative Specimens
TL;DR: In this paper, the lateral load behavior of two, 0.40-scale, hybrid, precast concrete shear wall test specimens and the behavior of a third precast specimen designed to emulate monolithic cast-in-place RC shear walls were discussed.
Journal ArticleDOI
Non-proprietary bar splice sleeve for precast concrete construction
Eliya Henin,George Morcous +1 more
TL;DR: In this paper, a non-proprietary bar splice sleeve that accommodates current production tolerances in addition to being economical and easy to produce is proposed. But, the design method of the proposed splice and analytical investigation conducted using FE analysis are discussed.
Journal ArticleDOI
Design and Measured Behavior of a Hybrid Precast Concrete Wall Specimen for Seismic Regions
Brian J. Smith,Brian J. Smith,Yahya C. Kurama,Yahya C. Kurama,Michael J. McGinnis,Michael J. McGinnis +5 more
TL;DR: In this paper, a 0.4-scale hybrid precast concrete wall is tested under reversed-cyclic lateral loading and an assessment of the seismic design and analysis of the wall is provided by using the experimental results.
Journal ArticleDOI
Shear resistance of pinned connections of precast members to monotonic and cyclic loading
TL;DR: In this article, the performance of precast beam and column elements connected with dowels was evaluated under monotonic and cyclic, pure shear loading and the results showed that, for small values of the ratio d/D, the strength of the connection is lower in the pull direction than that in the push direction, due to the early spalling of the cover concrete that occurs.
Journal ArticleDOI
Role of wall panel connections on the seismic performance of precast structures
TL;DR: In this article, the authors investigated the seismic behavior of a traditional precast structural frame for industrial buildings with a new type of connection system of cladding panels, which consists of a statically determined pendulum arrangement of panels, each supported with two hinges to the structure.