| contributor author | James G. Gross | |
| contributor author | Robert G. Mathey | |
| contributor author | Charles Scribner | |
| contributor author | William C. Stone | |
| date accessioned | 2017-05-08T21:14:17Z | |
| date available | 2017-05-08T21:14:17Z | |
| date copyright | February 1989 | |
| date issued | 1989 | |
| identifier other | %28asce%290887-3828%281989%293%3A1%2835%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/43872 | |
| description abstract | The 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. | |
| publisher | American Society of Civil Engineers | |
| title | Brick Masonry: U.S. Office Building in Moscow | |
| type | Journal Paper | |
| journal volume | 3 | |
| journal issue | 1 | |
| journal title | Journal of Performance of Constructed Facilities | |
| identifier doi | 10.1061/(ASCE)0887-3828(1989)3:1(35) | |
| tree | Journal of Performance of Constructed Facilities:;1989:;Volume ( 003 ):;issue: 001 | |
| contenttype | Fulltext | |