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contributor authorNed H. Burns
contributor authorRoongroj Hemakom
date accessioned2017-05-08T20:51:45Z
date available2017-05-08T20:51:45Z
date copyrightSeptember 1985
date issued1985
identifier other%28asce%290733-9445%281985%29111%3A9%281899%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/29627
description abstractThis investigation was undertaken to observe the strength and behavior of a one‐half scale, nine panel, flat plate with a banded arrangement of unbonded tendons. The test slab had three 10‐ft spans in each direction and 2.5 ft overhangs on two edges with the nominal thickness measured at 2.75 in. The slab was designed with a low
publisherAmerican Society of Civil Engineers
titleTest of Post‐Tensioned Flat Plate with Banded Tendons
typeJournal Paper
journal volume111
journal issue9
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(1985)111:9(1899)
treeJournal of Structural Engineering:;1985:;Volume ( 111 ):;issue: 009
contenttypeFulltext


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