Show simple item record

contributor authorDenis Mitchell
contributor authorWilliam D. Cook
contributor authorDale G. Eyre
contributor authorGuy Maurel
date accessioned2017-05-08T21:14:21Z
date available2017-05-08T21:14:21Z
date copyrightMay 1990
date issued1990
identifier other%28asce%290887-3828%281990%294%3A2%2870%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/43910
description abstractA large precast concrete warehouse and shipping structure was investigated in order to determine whether or not the structure needed to be strengthened for lateral loading. The inspection and analysis of the existing structure is described. A method for strengthening the structure for lateral loading was developed, and the details of construction of the strengthening scheme are illustrated. The strengthening scheme involved enlarging the central columns and pedestals of the structure by encasing these elements in reinforced concrete. A method of analyzing the behavior of a typical strengthened column, including the effects of load history, creep, and differential shrinkage is explained. Predictions of the response of the structure, accounting for the influence of the existing long‐term deformations in the exterior columns, are presented and compared with the required code capacities. The benefits of this strengthening scheme are described, and it is demonstrated that this approach is suitable for similar precast concrete structures.
publisherAmerican Society of Civil Engineers
titleEvaluation and Strengthening of Large Precast Concrete Warehouse Structure
typeJournal Paper
journal volume4
journal issue2
journal titleJournal of Performance of Constructed Facilities
identifier doi10.1061/(ASCE)0887-3828(1990)4:2(70)
treeJournal of Performance of Constructed Facilities:;1990:;Volume ( 004 ):;issue: 002
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record