Point Loads on Precast Concrete FloorsSource: Journal of Structural Engineering:;1983:;Volume ( 109 ):;issue: 011Author:John F. Stanton
DOI: 10.1061/(ASCE)0733-9445(1983)109:11(2619)Publisher: American Society of Civil Engineers
Abstract: A method of analysis is developed for determining the response of precast concrete floor decks to point loads. Torsion is accounted for, and the method can be applied to a variety of cross sections, including double tees and hollow‐core units. A computer program is described which generates influence surfaces for internal member forces.
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contributor author | John F. Stanton | |
date accessioned | 2017-05-08T20:50:25Z | |
date available | 2017-05-08T20:50:25Z | |
date copyright | November 1983 | |
date issued | 1983 | |
identifier other | %28asce%290733-9445%281983%29109%3A11%282619%29.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/28861 | |
description abstract | A method of analysis is developed for determining the response of precast concrete floor decks to point loads. Torsion is accounted for, and the method can be applied to a variety of cross sections, including double tees and hollow‐core units. A computer program is described which generates influence surfaces for internal member forces. | |
publisher | American Society of Civil Engineers | |
title | Point Loads on Precast Concrete Floors | |
type | Journal Paper | |
journal volume | 109 | |
journal issue | 11 | |
journal title | Journal of Structural Engineering | |
identifier doi | 10.1061/(ASCE)0733-9445(1983)109:11(2619) | |
tree | Journal of Structural Engineering:;1983:;Volume ( 109 ):;issue: 011 | |
contenttype | Fulltext |