Seismic performance of full-scale UHPC-jacket-strengthened RC columns under high axial loads

2021 ◽  
Vol 243 ◽  
pp. 112657
Author(s):  
Yi Shao ◽  
Chia-Wei Kuo ◽  
Chung-Chan Hung
Keyword(s):  
Seismic Performance ◽  
Full Scale ◽  
Axial Loads ◽  
Rc Columns

scholarly journals Correction to: Seismic performance of full-scale RC columns containing high proportion recycled aggregate

2019 ◽  
Vol 17 (11) ◽  
pp. 6039-6040 ◽  
Author(s):  
Ilyas Saribas ◽  
Caglar Goksu ◽  
Ergun Binbir ◽  
Alper Ilki
Keyword(s):  
Seismic Performance ◽  
Full Scale ◽  
Recycled Aggregate ◽  
Rc Columns

Seismic performance of PVA textile cementitious composites used as permanent formwork in full-scale circular RC columns

Structures ◽  
2022 ◽  
Vol 36 ◽  
pp. 445-462
Author(s):  
Mehmet Mustafa Daskiran ◽  
Esma Gizem Daskiran ◽  
Mustafa Gencoglu
Keyword(s):  
Seismic Performance ◽  
Full Scale ◽  
Cementitious Composites ◽  
Rc Columns ◽  
Permanent Formwork

Seismic performance of full-scale RC columns containing high proportion recycled aggregate

2019 ◽  
Vol 17 (11) ◽  
pp. 6009-6037 ◽  
Author(s):  
Ilyas Saribas ◽  
Caglar Goksu ◽  
Ergun Binbir ◽  
Alper Ilki
Keyword(s):  
Seismic Performance ◽  
Full Scale ◽  
Recycled Aggregate ◽  
Rc Columns

Analysis of Seismic Performance of RC Frames with Centrally Reinforced Columns

2013 ◽  
Vol 671-674 ◽  
pp. 1319-1323
Author(s):  
Zi Xue Lei ◽  
Yu Hang Han ◽  
San Sheng Dong ◽  
Jun Qing Guo
Keyword(s):  
Seismic Performance ◽  
Cross Sections ◽  
Carrying Capacity ◽  
Pushover Analysis ◽  
Seismic Load ◽  
Load Carrying Capacity ◽  
Rc Columns ◽  
Rc Column ◽  
Rc Frames ◽  
Load Carrying

A centrally reinforced column is a new type of RC columns, formed by providing a reinforcement skeleton at the central part of the cross section of an ordinary RC column. Tests have shown that as compared with an ordinary RC column, this type of columns has a higher load carrying capacity and ductility. From the pushover analysis of a frame composed of ordinary RC columns and one consisting of centrally reinforced columns, their seismic performance under seismic load of 9-degree intensity was studied according to Chinese code, including target displacements, story-level displacements, interstory drifts, appearance and development of plastic hinges. The results indicate that although the dimensions of cross sections of columns in the frame with centrally reinforced columns are smaller than those of the ordinary frame, the former still has a higher overall load carrying capacity and seismic performance than the latter.

Seismic Performance of CFRP Jacketed Sub-standard RC Columns Under High Axial Stress and Shear Demand

2021 ◽  
pp. 1278-1290
Author(s):  
Merve Nur Demir ◽  
Ugur Demir ◽  
Cem Demir ◽  
Alper Ilki
Keyword(s):  
Seismic Performance ◽  
Axial Stress ◽  
Rc Columns ◽  
Shear Demand
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