| contributor author | Nicholas J. Carino | |
| contributor author | William C. Stone | |
| contributor author | Mary Sansalone | |
| contributor author | Felix Y. Yokel | |
| contributor author | Erik M. Hendrickson | |
| contributor author | Emil Simiu | |
| contributor author | James G. Gross | |
| contributor author | Richard N. Wright | |
| 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%2816%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/43870 | |
| description abstract | The National Bureau of Standards conducted a structural assessment of the new U.S. Office Building being constructed in Moscow. This paper reviews the portion of the assessment dealing with the vertical and lateral load resistance of the structural System. The results of field, laboratory, and analytical studies are summarized. The structural assessment, which was based on current U.S. design practice, concluded that the structure was generally adequate for the design loads. However, serious construction deficiencies were noted in the joints of the precast columns and precast shear walls. Companion papers provide background information about the structure and review the findings related to the structure's resistance against progressive collapse and the condition of the brick masonry. | |
| publisher | American Society of Civil Engineers | |
| title | Structure: 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(16) | |
| tree | Journal of Performance of Constructed Facilities:;1989:;Volume ( 003 ):;issue: 001 | |
| contenttype | Fulltext | |
