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contributor authorX. Sharon Huo
contributor authorPingsheng Zhu
contributor authorFrancis Ung
contributor authorEdward P. Wasserman
date accessioned2017-05-08T21:22:55Z
date available2017-05-08T21:22:55Z
date copyrightNovember 2006
date issued2006
identifier other%28asce%291084-0680%282006%2911%3A4%28229%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/49240
description abstractThis paper presents a case study on a high-performance concrete (HPC) bridge in Tennessee. The bridge is a twin bridge with high-strength concrete (HSC) beams in one bridge lane and normal-strength concrete (NSC) beams in the other bridge lane. The compressive strength of HSC and NSC were
publisherAmerican Society of Civil Engineers
titleCase Study of a High-Performance Concrete Bridge in Tennessee
typeJournal Paper
journal volume11
journal issue4
journal titlePractice Periodical on Structural Design and Construction
identifier doi10.1061/(ASCE)1084-0680(2006)11:4(229)
treePractice Periodical on Structural Design and Construction:;2006:;Volume ( 011 ):;issue: 004
contenttypeFulltext


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