| contributor author | Moorak Son | |
| contributor author | Edward J. Cording | |
| date accessioned | 2017-05-08T21:28:58Z | |
| date available | 2017-05-08T21:28:58Z | |
| date copyright | August 2007 | |
| date issued | 2007 | |
| identifier other | %28asce%291090-0241%282007%29133%3A8%28995%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/53200 | |
| description abstract | A major element in the design and construction of tunnels and braced excavations in urban areas is the control of ground movements and protection of adjacent or overlying structures, which are often constructed with masonry and set on shallow foundations. Initial evaluation of potential building damage is obtained by assuming that building distortion is compliant with the imposed ground movements. Further investigations take into consideration the reduction in building distortion that occurs as a result of building stiffness. Presented in this paper are the results of numerical analyses for evaluating the equivalent bending and shear stiffness of masonry structures taking into account the anisotropy of the masonry units and the percentage of window openings. The distinct element code, | |
| publisher | American Society of Civil Engineers | |
| title | Evaluation of Building Stiffness for Building Response Analysis to Excavation-Induced Ground Movements | |
| type | Journal Paper | |
| journal volume | 133 | |
| journal issue | 8 | |
| journal title | Journal of Geotechnical and Geoenvironmental Engineering | |
| identifier doi | 10.1061/(ASCE)1090-0241(2007)133:8(995) | |
| tree | Journal of Geotechnical and Geoenvironmental Engineering:;2007:;Volume ( 133 ):;issue: 008 | |
| contenttype | Fulltext | |
