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Frontiers of Structural and Civil Engineering >> 2020, Volume 14, Issue 1 doi: 10.1007/s11709-019-0590-y
Pretest analysis of shake table response of a two-span steel girder bridge incorporating accelerated bridge construction connections
Department of Civil and Environmental Engineering, University of Nevada, Reno NV 89557, USA
Abstract
Keywords
shake table test ; accelerated bridge construction ; steel girder bridge ; OpenSEES ; UHPC ; simple for dead continuous for live
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