Design of Marine Dock Using Concrete Mixed with Seawater and FRP Bars

dc.contributor.author	Vanessa Benzecry
dc.contributor.author	Marco Rossini
dc.contributor.author	Carlos Morales
dc.contributor.author	Steven Nolan
dc.contributor.author	Antonio Nanni
dc.date.accessioned	2022-02-01T00:01:34Z
dc.date.available	2022-02-01T00:01:34Z
dc.date.issued	2/1/2021
dc.identifier.other	%28ASCE%29CC.1943-5614.0001100.pdf
dc.identifier.uri	http://yetl.yabesh.ir/yetl1/handle/yetl/4270768
dc.description.abstract	This paper discusses the design of a marine dock in Miami, Florida reconstructed after sustaining damage from Hurricane Irma in 2017. This pioneering structure implements accelerated bridge construction methods using prefabricated bridge elements and systems. The structure is made of precast concrete members with basalt fiber-reinforced polymer and glass fiber-reinforced polymer bars, and concrete mixed with seawater. The structure is designed to withstand hurricane loading and the choice of materials is intended to leverage sustainability and resilience.
dc.publisher	ASCE
dc.title	Design of Marine Dock Using Concrete Mixed with Seawater and FRP Bars
dc.type	Journal Paper
dc.journal.volume	25
dc.journal.issue	1
dc.journal.title	Journal of Composites for Construction
dc.identifier.doi	10.1061/(ASCE)CC.1943-5614.0001100
dc.journal.fristpage	05020006-1
dc.journal.lastpage	05020006-13
dc.page	13
dc.tree	Journal of Composites for Construction:;2021:;Volume ( 025 ):;issue: 001
dc.contenttype	Fulltext