Modeling of vertical movements of buildings with Mat foundation
Editorial
10.22099/ijstc.2008.730
Abstract
A developed model was applied to displacement vectors acquired from a project that monitored the vertical movements of a building in the main campus ofNigdeUniversity. The estimated subsidence and its corresponding standard deviation errors by the model are -4.89 mm ± 0.53 mm for block 1, -1.23 mm ± 0.35 mm for block 2, and -3.65 mm ± 0.54 mm for block 3, respectively. The tilt angle is estimated and its corresponding standard errors are 16”.61 ± 2”.39, -18”.93 ± 1”.95, and -13”.87 ± 4”.64 arc second for Block 1, Block 2, and Block 3 respectively over a period of one year. Results showed that the model produced in this paper can be used to estimate the vertical movements of a building with a Mat foundation.
(2008). Modeling of vertical movements of buildings with Mat foundation. Iranian Journal of Science and Technology Transactions of Civil Engineering, 32(5), 543-548. doi: 10.22099/ijstc.2008.730
MLA
. "Modeling of vertical movements of buildings with Mat foundation", Iranian Journal of Science and Technology Transactions of Civil Engineering, 32, 5, 2008, 543-548. doi: 10.22099/ijstc.2008.730
HARVARD
(2008). 'Modeling of vertical movements of buildings with Mat foundation', Iranian Journal of Science and Technology Transactions of Civil Engineering, 32(5), pp. 543-548. doi: 10.22099/ijstc.2008.730
VANCOUVER
Modeling of vertical movements of buildings with Mat foundation. Iranian Journal of Science and Technology Transactions of Civil Engineering, 2008; 32(5): 543-548. doi: 10.22099/ijstc.2008.730
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