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contributor authorRusk Masih
contributor authorVladimer Hambertsumian
date accessioned2017-05-08T21:14:45Z
date available2017-05-08T21:14:45Z
date copyrightAugust 1997
date issued1997
identifier other%28asce%290887-3828%281997%2911%3A3%28141%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/44126
description abstractThe stability of a lift slab structure is vulnerable during some construction stages, even though the structure becomes perfectly safe when completed. Some stages of the construction can lead to instability, because of the way the lifted slabs are parked before they reach their final destination, where they are integrated with the columns. A formula is derived that can be applied to any construction stage and any configuration of parked slabs. The formula finds the critical load of a typical slab that might cause the structure to collapse during the construction of any specific stage. An example of one such collapse during a construction stage was the case of L'Ambiance Plaza in Bridgeport, Conn. The formula is easy to apply numerically and good enough to indicate whether a specific stage of construction is stable or not. Although the formula does not take into consideration the
publisherAmerican Society of Civil Engineers
titlePredicting Stability of Lift Slab Structures by Energy Method
typeJournal Paper
journal volume11
journal issue3
journal titleJournal of Performance of Constructed Facilities
identifier doi10.1061/(ASCE)0887-3828(1997)11:3(141)
treeJournal of Performance of Constructed Facilities:;1997:;Volume ( 011 ):;issue: 003
contenttypeFulltext


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