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Seismic behavior of bridge columns s...
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Esmaeily-Ghasemabadi, Asadollah.
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Seismic behavior of bridge columns subjected to various loading patterns.
紀錄類型:
書目-電子資源 : Monograph/item
正題名/作者:
Seismic behavior of bridge columns subjected to various loading patterns./
作者:
Esmaeily-Ghasemabadi, Asadollah.
面頁冊數:
382 p.
附註:
Source: Dissertation Abstracts International, Volume: 63-09, Section: B, page: 4278.
Contained By:
Dissertation Abstracts International63-09B.
標題:
Engineering, Civil. -
電子資源:
http://pqdd.sinica.edu.tw/twdaoapp/servlet/advanced?query=3065784
ISBN:
9780493852485
Seismic behavior of bridge columns subjected to various loading patterns.
Esmaeily-Ghasemabadi, Asadollah.
Seismic behavior of bridge columns subjected to various loading patterns.
- 382 p.
Source: Dissertation Abstracts International, Volume: 63-09, Section: B, page: 4278.
Thesis (Ph.D.)--University of Southern California, 2001.
Six scaled reinforced concrete bridge columns with circular section, as a part of an experimental program investigating the effects of variable axial load on seismic behavior of bridge piers, were tested at USC Structural Lab. The primary experimental parameters were axial load and loading pattern. Loading program included a combination of a constant, proportionally or non-proportionally variable axial load and a monotonic or cyclic lateral displacement. The overall objective was to study the effects of different, quasi-statically load and displacement paths for both the axial and lateral directions, providing the benchmark data for dynamic and large-scale tests, and assessment of the existing material models and analytical methods. The effect of axial load, and loading pattern, was observed to be significant in flexural strength capacity, failure pattern, ductility and deformation of the column. Formation of plastic hinge is significantly different in case of a variable axial load, requiring an overview on the existing plastic hinge models. The conventional analytical methods underestimated the flexural strength for high compressive axial loads, while underestimates for a tensile axial load, in a monotonic analysis. Based on the experimental observations, several models for steel and concrete stress-strain behavior and two plastic hinge methods were developed, and employed in a computer program, developed to address the analytical needs of the research.
ISBN: 9780493852485Subjects--Topical Terms:
783781
Engineering, Civil.
Seismic behavior of bridge columns subjected to various loading patterns.
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