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contributor authorS. C. Yeh
contributor authorSpencer M. Rogers
contributor authorC. C. Tung
contributor authorB. Kasal
date accessioned2017-05-08T20:57:17Z
date available2017-05-08T20:57:17Z
date copyrightOctober 1999
date issued1999
identifier other%28asce%290733-9445%281999%29125%3A10%281162%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/33089
description abstractIn coastal areas residential houses are often built on piles. The space below the first floor and the ground is sometimes enclosed. The enclosure walls are constructed to break away under severe wave-induced forces so that the forces transmitted through the breakaway walls to the building's foundation are not unduly large. Successful design of a breakaway wall therefore depends critically on knowledge of the ultimate strength of nailed fasteners and wall material and of the behavior of breakaway wall under wave-induced forces. In this research, laboratory tests were performed to determine the ultimate strength of nailed connections. Behavior and failure modes of breakaway walls from water waves were studied analytically and in a series of laboratory wave channel tests.
publisherAmerican Society of Civil Engineers
titleBehavior of Breakaway Walls under Wave Action
typeJournal Paper
journal volume125
journal issue10
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(1999)125:10(1162)
treeJournal of Structural Engineering:;1999:;Volume ( 125 ):;issue: 010
contenttypeFulltext


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