Seismic Response of Precast Columns with Energy Dissipating Joints

Category: Completed Projects
Group: Seismic
Subject: Columns
State: California
Abstract:

The purpose of this study was to develop precast column details that are able to dissipate energy under seismic loads. Several innovative precast concrete columns were designed then studied experimentally on a shake table and analyzed. Two types of precast bridge columns were studied, including segmental columns and monolithic columns. Compared to standard precast concrete segmental columns (those with no monolithic connection between the base segment and the footing), all specimens showed superior performance with minimal residual displacement and larger energy dissipation. Testing and analysis of a 0.3-scale two-column bent incorporating two precast columns, precast footing, and a precast cap beam found that the seismic performance of both columns was satisfactory and that the pipe-pin connections performed well.


Key Words:

Bridge design; Columns; Dissipation; Earthquake resistant design; Joints (Engineering); Precast concrete; Shaking table tests


Specific ABC aspect:

Budget and Timeline


Budget (USD): 0.00
Project length: 0
Project Starting Year: 2011
Project Completion Year: 2011

Primary Sponsor


California Department of Transportation
Division of Research, Innovation and System Information
P.O. Box 942873
Sacramento, CA 94273-0001 USA



Primary Performing Organization


Center for Civil Engineering Earthquake Research Department of Civil Engineering/258
University of Nevada
Reno, NV 89557 USA

PI: M. Saiid Saiidi
Professor

Co-PI: David Sanders
Professor



Other Documents


View final_report_task_1999-Part-6.pdf
View final_report_task_1999-Part-1.pdf
View final_report_task_1999-Part-2.pdf
View final_report_task_1999-Part-3.pdf
View final_report_task_1999-Part-4a.pdf
View final_report_task_1999-Part-5.pdf

Other Related URLs


Go to: http://wolfweb.unr.edu/homepage/saiidi/caltrans/precast.html
Go to: https://trid.trb.org/View/1367908
Go to: http://www.dot.ca.gov/research/researchreports/reports/2011/final_report_task_1999.pdf

Under Construction