Performance of Precast Concrete Moment Frames Subjected to Column Removal: Part 1, Experimental Study

PCI Journal ◽  
2017 ◽  
Vol 62 (5) ◽  
Author(s):  
H. S. Lew ◽  
Joseph A. Main ◽  
Yihai Bao ◽  
Fahim Sadek ◽  
Vincent P. Chiarito ◽  
...  
Keyword(s):  
Experimental Study ◽  
Precast Concrete ◽  
Moment Frames ◽  
Column Removal

scholarly journals An Experimental and Computational Study of Precast Concrete Moment Frames under a Column Removal Scenario

2015 ◽  
Author(s):  
Joseph A. Main ◽  
Yihai Bao ◽  
Hai Lew ◽  
Fahim H. Sadek ◽  
Vincent P. Chiarito ◽  
...  
Keyword(s):  
Computational Study ◽  
Precast Concrete ◽  
Moment Frames ◽  
Column Removal ◽  
Column Removal Scenario

Performance of Precast Concrete Moment Frames Subjected to Column Removal: Part 2, Computational Analysis

PCI Journal ◽  
2017 ◽  
Vol 62 (5) ◽  
Author(s):  
Yihai Bao ◽  
Joseph A. Main ◽  
H. S. Lew ◽  
Fahim Sadek
Keyword(s):  
Computational Analysis ◽  
Precast Concrete ◽  
Moment Frames ◽  
Column Removal

scholarly journals Experimental study of reinforced concrete pile caps with external, embedded and partially embedded socket with smooth interface

2013 ◽  
Vol 6 (5) ◽  
pp. 737-750
Author(s):  
R. Barros ◽  
J.S. Giongo
Keyword(s):  
Experimental Study ◽  
Reinforced Concrete ◽  
Ultimate Load ◽  
Reference Model ◽  
Precast Concrete ◽  
Smooth Interface ◽  
Pile Cap ◽  
Pile Caps ◽  
Monolithic Connections ◽  
Scaled Models

On Precast concrete structures the column foundation connections can occur through the socket foundation, which can be embedded, partially embedded or external, with socket walls over the pile caps. This paper presents an experimental study about two pile caps reinforced concrete with external, partially embedded and embedded socket submitted to central load, using 1:2 scaled models. In the analyzed models, the smooth interface between the socket walls and column was considered. The results are compared to a reference model that presents monolithic connections between the column and pile cap. It is observed that the ultimate load of pile cap with external sockets has the same magnitude as the reference pile cap, but the ultimate load of models with partially embedded and embedded socket present less magnitude than the reference model.

scholarly journals Behavior of Precast Concrete Beam-to-Column Connection with U- and L-bent Bar Anchorages Placed Outside the Column Panel–experimental Study

2014 ◽  
Vol 95 ◽  
pp. 122-131 ◽  
Author(s):  
Dicky I. Wahjudi ◽  
Priyo Suprobo ◽  
Hidajat Sugihardjo ◽  
Tavio
Keyword(s):  
Experimental Study ◽  
Concrete Beam ◽  
Precast Concrete

Experimental Study of Dynamic Progressive Collapse in Flat-Plate Buildings Subjected to an Interior Column Removal

2018 ◽  
Vol 144 (8) ◽  
pp. 04018094 ◽  
Author(s):  
Zhonghua Peng ◽  
Sarah L. Orton ◽  
Jinrong Liu ◽  
Ying Tian
Keyword(s):  
Experimental Study ◽  
Flat Plate ◽  
Progressive Collapse ◽  
Column Removal

Experimental study on interior precast concrete beam–column connections with lap-spliced steel bars in field-cast RPC

2021 ◽  
Vol 228 ◽  
pp. 111481
Author(s):  
Fudong Ma ◽  
Mingke Deng ◽  
Yuren Ma ◽  
Hao Lü ◽  
Yong Yang ◽  
...  
Keyword(s):  
Experimental Study ◽  
Concrete Beam ◽  
Precast Concrete ◽  
Steel Bars
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