Quasi-Static Testing of Posttensioned Nonemulative Column-Footing Connections for Bridge Piers-Reference-Cited by-同舟云学术

Quasi-Static Testing of Posttensioned Nonemulative Column-Footing Connections for Bridge Piers

Published:2016-06 Issue:6 Volume:21 Page:04016025
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

White Samuel¹,Palermo Alessandro²

Affiliation:

1. Bridge Engineer, Opus International Consultants, 100 Beaumont St., Auckland 1010, New Zealand (corresponding author).

2. Associate Professor, Dept. of Civil and Natural Resources Engineering, College of Engineering, Univ. of Canterbury, 20 Kirkwood Ave., Upper Riccarton, Christchurch 8041, New Zealand.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0000872

Reference45 articles.

1. Ameli M. Parks J. Brown D. Pantelides C. Sletten J. and Swanwick C. (2013). “Seismic evaluation of grouted splice sleeve connections for precast reinforced concrete bridge piers.” Proc. 7th National Seismic Conf. on Bridges and Highways: Bridge Resilience for Earthquakes & Other Natural Hazards Kapur J. and Ostrom T. Eds. MCEER Univ. at Buffalo State Univ. of New York Buffalo NY Paper A3-5.

2. Andisheh K. Scott A. and Palermo A. (2014). “Preliminary estimation of reduction factors in mechanical properties of steel reinforcement due to pitting simulated corrosion.” Proc. New Zealand Society for Earthquake Engineering Annual Conf. New Zealand Society for Earthquake Engineering Wellington New Zealand.

3. A Precast Segmental Substructure System for Standard Bridges

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