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contributor authorZhang Yu-ye;Zhai Yong
date accessioned2019-02-26T07:36:59Z
date available2019-02-26T07:36:59Z
date issued2018
identifier otherJHTRCQ.0000624.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4248288
description abstractCompared with traditional cast-in-place piers, prefabricated piers have many advantages and been applied in an increasing number of bridge structures in recent years. However, inferior seismic performance hinders the development of these innovative piers. Improvement methods for the seismic performance of prefabricated piers have thus been studied. However, systematic discussions on the advantages and disadvantages, applicability, and concepts of these methods are limited. Thus, this study comprehensively compares and analyzes improvements in the seismic performance of prefabricated piers. The background of the problem is first discussed. The main measures for improving the seismic performance of these structures are then summarized and classified into four categories. Furthermore, concepts and methods relevant to these measures are analyzed. Finally, main issues that warrant further study are proposed. This work provides reference for the future research and engineering practice of prefabricated bridge piers.
publisherAmerican Society of Civil Engineers
titleImprovements in Seismic Performance of Prefabricated Bridge Piers
typeJournal Paper
journal volume12
journal issue2
journal titleJournal of Highway and Transportation Research and Development (English Edition)
identifier doi10.1061/JHTRCQ.0000624
page43
treeJournal of Highway and Transportation Research and Development (English Edition):;2018:;Volume ( 012 ):;issue: 002
contenttypeFulltext


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