Evaluating the Seismic Behavior of Precast Concrete Connections in the Life-Cycle of Concrete Structures

2016 ◽  
pp. 171-176
Author(s):  
S. Saghi ◽  
H. Shariatmadar
Keyword(s):  
Life Cycle ◽  
Seismic Behavior ◽  
Precast Concrete ◽  
Concrete Structures

Seismic behavior of an innovative hybrid beam-column connection for precast concrete structures

2021 ◽  
Vol 227 ◽  
pp. 111436
Author(s):  
M. Ye ◽  
J. Jiang ◽  
H.M. Chen ◽  
H.Y. Zhou ◽  
D.D. Song
Keyword(s):  
Seismic Behavior ◽  
Precast Concrete ◽  
Concrete Structures ◽  
Hybrid Beam

Reducing The Life Cycle Cost of Reinforced Concrete Structures by using Fiber in Concrete

2014 ◽  
Vol 4 (3) ◽  
pp. 1-9
Author(s):  
Badrinarayan Rath ◽  
◽  
Shirish Deo ◽  
Gangadhar Ramtekkar ◽  
◽  
...  
Keyword(s):  
Life Cycle ◽  
Reinforced Concrete ◽  
Life Cycle Cost ◽  
Concrete Structures ◽  
Reinforced Concrete Structures

scholarly journals A study on the behavior of beam-column connections in precast concrete structures: experimental analysis

2012 ◽  
Vol 5 (6) ◽  
pp. 848-873 ◽  
Author(s):  
M. N. Kataoka ◽  
M. A. Ferreira ◽  
A. L. H. C. El Debs
Keyword(s):  
Experimental Analysis ◽  
Precast Concrete ◽  
Concrete Structures ◽  
Concrete Cover ◽  
Experimental Results ◽  
Hollow Core ◽  
Multistory Buildings ◽  
Cracking Control ◽  
Hollow Core Slab ◽  
Reinforcement Distribution

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.

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