Seismic performance of circular hollow columns subjected to high shear /

Seismic performance of circular hollow columns subjected to high shear /

Bibliographic Details
Main Author: Ranzo, Giulio
Corporate Authors: California Department of Transportation. Engineering Service Center, Structural Systems Research Project
Other Authors: Priestley, M. J. N
Format: Government Document Book
Language:English
Published: La Jolla, Calif. : Structural Systems Research Project, Department of Structural Engineering, University of California, San Diego, [2001]
Series:Report (Structural Systems Research Project) ; SSRP-2001/01
Subjects:
Bridges > Earthquake effects
Columns, Concrete > Earthquake effects
Concrete bridges > Foundations and piers

Internet

This item is not available through BorrowDirect. Please contact your institution’s interlibrary loan office for further assistance.

Stanford University

Holdings details from Stanford University
Call Number: CALIF T989 .H65
ISIL:US-CST

Similar Items