Hysteretic behavior of precast segmental bridge piers with superelastic shape memory alloy bars-Reference-Cited by-同舟云学术

Hysteretic behavior of precast segmental bridge piers with superelastic shape memory alloy bars

Published:2010-10 Issue:10 Volume:32 Page:3394-3403
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Roh Hwasung,Reinhorn Andrei M.

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference36 articles.

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3. An overview of the PRESSS five-storey precast test building;Nakaki;PCI J,1999

4. Preliminary results and conclusions from the PRESSS five-storey concrete test building;Priestley;PCI J,1999

5. Stanton J, Nakaki S. Design guideline for precast concrete seismic structural systems. PRESSS report no. 01/03-09. UW report no. SM 02-02. University of Washington; 2002.

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