Book ChapterDOI
Investigation of Shear Behaviour of Vertical Joints Between Precast Concrete Wall Panels
Aparup Biswal,A. Meher Prasad,Amlan K. Sengupta +2 more
- pp 2323-2332
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TLDR
In this article, an experimental program is undertaken to study the behavior of vertical joints between precast wall panels, where parameters such as type of transverse reinforcement in the joint, amount and distribution of joint reinforcements, shape of the joint and strength of joint grout are considered in this experimental program.Abstract:
An experimental program is undertaken to study the behaviour of vertical joints between precast wall panels. The parameters such as type of transverse reinforcement in the joint, amount and distribution of joint reinforcements, shape of the joint and strength of the joint grout are considered in this experimental program. The test setup, specimens, instrumentation are reported in this paper. The results of a typical test are presented.read more
Citations
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Journal ArticleDOI
Study of shear behavior of grouted vertical joints between precast concrete wall panels under direct shear loading
Journal ArticleDOI
Seismic researches on a new assembled monolithic RC structure based on IDA
TL;DR: The results show that this kind of structure can meet the requirements of related specifications in terms of seismic behaviors, which can provide some references to engineering design and research.
Proceedings ArticleDOI
Discussion on Design Method of Prestressed Concrete Frame Joints with Spread-Ended Beams
Abstract: Based on the previous experimental and numerical analysis studies, the design menthod for prestressed concrete frame joints with spread-ended beams are proposed according to home and abroad related design codes and references, and the designed method is verified by test data. The results show that the method is feasible and can meet the needs of engineering. This method can be used in engineering design in engineering practice. Finally, the design measures for the beam-column joint core and the spread-ended region are recommended.
References
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Journal ArticleDOI
Loadbearing capacity and deformability of vertical joints in structural walls of large panel buildings
TL;DR: In this article, the authors proposed two formulae for the calculation of bearing capacity of shear-key joints and verified them on the basis of experimental data obtained from tests by Hansen and Oleson, Pommeret and the author.