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原文传递 Shake Table Studies and Analysis of a PT-UHPC Bridge Column with Pocket Connection
题名: Shake Table Studies and Analysis of a PT-UHPC Bridge Column with Pocket Connection
其他题名: Mohebbi,A.,Saiidi,M.,and Itani,A.(2016)."Self-centering bridge column with CFRP tendons under seismic loads."Proc.,8th Int.Conf.on Bridge Maintenance,Safety and Management,Taylor&Francis,London.
正文语种: 英文
作者: Alireza Mohebbi
关键词: Accelerated bridge construction (ABC);Pocket connection;Ultra-high performance concrete (UHPC);Carbon fiber-reinforced polymer (CFRP) tendon; Precast posttensioned (PT) column
摘要: This study conducts shake table studies and analysis of a large-scale novel posttensioned (PT) precast bridge column connected to a precast footing with a pocket connection. The primary objective is to develop a resilient square precast bridge column with minimal residual lateral displacement and plastic hinge damage when subjected to strong earthquakes. Another objective is to evaluate a column-footing pocket connection. The column is posttensioned with unbonded carbon fiber-reinforced polymer (CFRP) tendons to eliminate permanent drifts. To mitigate seismic damage, ultra-high performance concrete (UHPC) is used in the plastic hinge zone of the column. The column model is subjected to the 1994 Northridge-Rinaldi earthquake record with increasing amplitudes until failure. Experimental results show that the drift ratio and displacement ductility capacity of the column are 6.9 and 13.8%, respectively, and the residual displacement is negligible. Furthermore, the pocket connection is effective in forming the plastic hinge in the column with no connection damage. Another finding of the study is that available fiber element models lead to close correlation between the measured and calculated responses.
出版年: 2018
论文唯一标识: P-26Y2018V144N04014
英文栏目名称: TECHNICAL PAPERS
doi: 10.1061/(ASCE)ST.1943-541X.0001997
期刊名称: Journal of Structural Engineering
拼音刊名(出版物代码): P-26
卷: 144
期: 04
页码: 153-164
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