Performance of circular reinforced concrete bridge columns under bidirectional earthquake loading - Info and Reading Options
By Mahmoud M. Hachem
"Performance of circular reinforced concrete bridge columns under bidirectional earthquake loading" was published by Pacific Earthquake Engineering Research Center in 2003 - Richmond, Calif, it has 452 pages and the language of the book is English.
“Performance of circular reinforced concrete bridge columns under bidirectional earthquake loading” Metadata:
- Title: ➤ Performance of circular reinforced concrete bridge columns under bidirectional earthquake loading
- Author: Mahmoud M. Hachem
- Language: English
- Number of Pages: 452
- Publisher: ➤ Pacific Earthquake Engineering Research Center
- Publish Date: 2003
- Publish Location: Richmond, Calif
“Performance of circular reinforced concrete bridge columns under bidirectional earthquake loading” Subjects and Themes:
- Subjects: ➤ Concrete Bridges - Concrete Columns - Design and construction - Earthquake effects - Testing - Viaducts - Concrete bridges
Edition Specifications:
- Pagination: xxxii, 452 p. :
Edition Identifiers:
- The Open Library ID: OL3453703M - OL5870552W
- Online Computer Library Center (OCLC) ID: 53210635
- Library of Congress Control Number (LCCN): 2005364777
AI-generated Review of “Performance of circular reinforced concrete bridge columns under bidirectional earthquake loading”:
"Performance of circular reinforced concrete bridge columns under bidirectional earthquake loading" Description:
The Open Library:
Describes the dynamic testing of 4 circular reinforced concrete bridge columns. The specimens were divided into 2 pairs, with each pair subjected to a different ground motion. Within each pair, one specimen was subjected to one component of the ground motion, while the other was subjected to 2 components. Two analytical studies were carried out for a wide array of column heights, diameters, and axial load intensities. The columns were subjected to large suites of ground motions scaled to match on average the design response spectrum.
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