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contributor authorRichard N. Wright
contributor authorNicholas J. Carino
contributor authorJames G. Gross
contributor authorMary Sansalone
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%282%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/43871
description abstractOn October 30, 1986, the United States Congress directed the National Bureau of Standards (NBS) to conduct an independent analysis of the new United States Embassy Office Building being constructed in Moscow. The analysis was to include “…an assessment of the current structure and recommendations and cost estimates for correcting any structural flaws and construction defects….” This paper describes the history of the building project, the site and building, and the process of investigation, which included field, laboratory and analytical studies, and its findings. The investigation identified important structural defects in the building and defined remedial measures to correct them. While important, these structural defects, in comparison to the total structural system, are modest in scale and fully correctable. Companion papers describe the assessments of the structural system, the masonry enclosure, and the potential for progressive collapse.
publisherAmerican Society of Civil Engineers
titleAssessment: 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(2)
treeJournal of Performance of Constructed Facilities:;1989:;Volume ( 003 ):;issue: 001
contenttypeFulltext


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