High-Damage and Low-Damage Seismic Design Technologies for Accelerated Bridge Construction
This paper presents experimental investigation for the seismic performance of two half-scale fully prefabricated multi-column bridge piers under the cyclic quasi-static loading. The first specimen incorporates emulative monolithic connections between the precast members. This solution is called “High-Damage”. This solution achieved similar seismic performance levels and ductility (such as formation of plastic hinging), as that can be expected of a monolithic construction. However, residual displacement and significant structural damage at the plastic hinging zone would require extensive repair work and possible replacement of the bridge after a big earthquake. The second specimen is a “Low-Damage” solution. The specimen incorporated unbonded post-tensioning with the external dissipaters for a superior seismic performance. This solution eliminates any type of damage to the substructure components with full re-centering of the bridge following a big earthquake. The paper further provides a comparison of the High-Damage and Low-Damage solutions.
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Availability:
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Supplemental Notes:
- © 2015 American Society of Civil Engineers.
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Corporate Authors:
American Society of Civil Engineers
1801 Alexander Bell Drive
Reston, VA United States 20191-4400 -
Authors:
- Mashal, M
- Palermo, A
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Conference:
- Structures Congress 2015
- Location: Portland Oregon, United States
- Date: 2015-4-23 to 2015-4-25
- Publication Date: 2015-4
Language
- English
Media Info
- Media Type: Web
- Pagination: pp 549-560
- Monograph Title: Structures Congress 2015
Subject/Index Terms
- TRT Terms: Bridge construction; Bridge members; Earthquake resistant design; Posttensioning; Precast concrete; Structural connection
- Uncontrolled Terms: Energy dissipators
- Subject Areas: Bridges and other structures; Construction; Design; Highways; I24: Design of Bridges and Retaining Walls; I53: Construction of Bridges and Retaining Walls;
Filing Info
- Accession Number: 01561803
- Record Type: Publication
- ISBN: 9780784479117
- Files: TRIS, ASCE
- Created Date: Apr 27 2015 5:10PM