Seismic-Resistant Precast Concrete Structures: State of the Art

2018 ◽  
Vol 144 (4) ◽  
pp. 03118001 ◽  
Author(s):  
Yahya C. Kurama ◽  
Sri Sritharan ◽  
Robert B. Fleischman ◽  
Jose I. Restrepo ◽  
Richard S. Henry ◽  
...  
2019 ◽  
Vol 258 ◽  
pp. 04002 ◽  
Author(s):  
Kristiyanto Hery ◽  
Triwiyono Andreas ◽  
Muslikh ◽  
Saputra Ashar

The use of precast concrete is known to improve productivity, quality control, and cost efficiency in reinforced concrete structure. The Connection is the most important aspect of precast concrete structures. The connection transfers force between the precast components, determine strength, stiffness, and ductility of the whole structure. Providing joint in the beam-column connection region always cause difficulties during the erection stage. Relocation of the connection at a certain distance from the column to the beam span is an alternative solution that creates the beam-to-beam connection. It will be much easier to assemble the connection that consists of some joints. Research and application of the precast concrete beam-to-beam connection details have published since 1975. This paper reviews the state of the art of research and practical application of beam-to-beam connection system related to connection models, joint locations, and details. It concluded from the review that the developing research leads to improve the performance of earthquake resisting structures


PCI Journal ◽  
1991 ◽  
Vol 36 (6) ◽  
pp. 78-98 ◽  
Author(s):  
Amin Einea ◽  
David C. Salmon ◽  
Gyula J. Fogarasi ◽  
Todd D. Culp ◽  
Maher K. Tadros

2012 ◽  
Vol 5 (6) ◽  
pp. 848-873 ◽  
Author(s):  
M. N. Kataoka ◽  
M. A. Ferreira ◽  
A. L. H. C. El Debs

Due to the large increase in the use of precast concrete structures in multistory buildings, this work covers a study on the behavior of beam-column connection with emphasis on the continuity provided by the slab reinforcement. Two prototypes were tested, each one with a different detail of the continuity reinforcement distribution. In both connections, the steel area used on the concrete cover of the hollow core slab was the same, varying the amount of bars that passed through the column and the ones that were placed adjacent to the column. The experimental results showed that the connection with bars adjacent to the column presented stiffness increase and a better cracking control. According to the classification the two tested connections can be considered semi-rigid.


2019 ◽  
Vol 23 (1) ◽  
pp. 03118001 ◽  
Author(s):  
Lampros N. Koutas ◽  
Zoi Tetta ◽  
Dionysios A. Bournas ◽  
Thanasis C. Triantafillou

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