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contributor authorJames G. Gross
contributor authorRobert G. Mathey
contributor authorCharles Scribner
contributor authorWilliam C. Stone
date accessioned2017-05-08T21:14:17Z
date available2017-05-08T21:14:17Z
date copyrightFebruary 1989
date issued1989
identifier other%28asce%290887-3828%281989%293%3A1%2835%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/43872
description abstractThe National Bureau of Standards conducted a structural assessment of the new U.S. Embassy Office Building being built in Moscow. This paper reports the portion of the assessment dealing with the brick masonry walls. It describes the walls and provides summaries of two site visits, laboratory studies, and an analysis of the exterior walls, parapet walls, penthouse walls, and interior brick masonry core walls. Numerous cracks were found in exterior walls, incomplete construction of interior core walls was documented, and inadequate lateral strength of parapet walls was identified. Remedial measures were recommended for correction of deficiencies. Companion papers provide background information about the structure and the investigation, an assessment of the primary structural system, and the potential for progressive collapse.
publisherAmerican Society of Civil Engineers
titleBrick Masonry: U.S. Office Building in Moscow
typeJournal Paper
journal volume3
journal issue1
journal titleJournal of Performance of Constructed Facilities
identifier doi10.1061/(ASCE)0887-3828(1989)3:1(35)
treeJournal of Performance of Constructed Facilities:;1989:;Volume ( 003 ):;issue: 001
contenttypeFulltext


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