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Neural analysis of vibration problems of real flat buildings and data pre-processing
Two vibration problems are discussed in the paper: i) identification of the fundamental (first) period of building vibration T 1, ii) simulation of the maximal displacement of a selected building floor D. The problems are related to prefabricated, five-storey flat buildings. The analysis is based on...
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Published in: | Engineering structures 2002-10, Vol.24 (10), p.1327-1335 |
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Main Authors: | , |
Format: | Article |
Language: | English |
Subjects: | |
Citations: | Items that this one cites Items that cite this one |
Online Access: | Get full text |
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Summary: | Two vibration problems are discussed in the paper: i) identification of the fundamental (first) period of building vibration
T
1, ii) simulation of the maximal displacement of a selected building floor
D. The problems are related to prefabricated, five-storey flat buildings. The analysis is based on measurements of paraseismic excitations and dynamic responses of buildings. The identification problem is formulated as the evaluation of a relation between structural and soil basement parameters, and the fundamental period
T
1. The simulation problem corresponds to the evaluation of a relation between inputs composed of structural, soil and excitation parameters and the displacement output
D. Back-propagation neural networks (BPNNs) were successfully used in
[9] to the analysis of identification problem. In the paper this problem is reanalized by BPNNs in which the soil basement parameter
C
z is changed from the crisp variable into a linguistic variable
C
l. The compression of discrete response spectrum values is additionally carried out to decrease the BPNN size for inputs in the simulation problem. |
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ISSN: | 0141-0296 1873-7323 |
DOI: | 10.1016/S0141-0296(02)00067-6 |