Precast concrete wall with end columns (PreWEC) for earthquake resistant design

Author:

Sritharan Sri1,Aaleti Sriram2,Henry Richard Stuart3,Liu Kuang-Yen4,Tsai Keh-Chyuan5

Affiliation:

1. Iowa State University; Ames IA USA

2. University of Alabama; Tuscaloosa AL USA

3. University of Auckland; Auckland New Zealand

4. NCREE; Taiwan

5. National Taiwan University; Taiwan

Funder

National Science Foundation through the International Research and Education in Engineering (IREE)

National Science Council of Taiwan

Tertiary Education Commission in New Zealand

Research and Education Advanced Network New Zealand Ltd

Publisher

Wiley

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Reference12 articles.

1. Preliminary results and conclusions from the PRESSS five-story precast concrete test building;Priestley;PCI Journal,2000

2. Aaleti SR Behavior of rectangular concrete walls subjected to simulated seismic loading PhD thesis 2009 http://lib.dr.iastate.edu/etd/11047/

3. A simplified analysis method for characterizing unbonded post-tensioned precast wall systems;Aaleti;Engineering Structures,2009

4. Watkins J Sritharan S Henry RS An experimental investigation of a wall-to-floor connector for self-centering walls Proceeding of 10th U S National Conference on Earthquake Engineering 2014

5. Concept and finite-element modeling of new steel shear connectors for self-centering wall systems;Henry;Journal of Engineering Mechanics,2010

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