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- W2887594964 abstract "A simplified design approach is developed in this chapter to predict the flexural strength of unbonded PT-MWs. The accuracy of different flexural expressions is also investigated in this chapter according to experimental and finite element modelling results. An analytical procedure is developed to predict the force displacement response of PT-MWs. The accuracy of the analytical model is then validated against available experimental test results for unconfined and confined PT-MWs. Using a similar analytical procedure, a parametric study is performed to obtain the force-displacement response of walls with different features. Multivariate regression analysis is performed to develop an empirical equation to estimate the compression zone length in unbonded PT-MWs. The proposed equation for compression zone length is then incorporated into the flexural analysis of post-tensioned masonry walls and validated against experimental results and finite element results." @default.
- W2887594964 created "2018-08-22" @default.
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- W2887594964 date "2018-08-08" @default.
- W2887594964 modified "2023-09-27" @default.
- W2887594964 title "Simplified Approach to Predict the Flexural Strength of Unbonded Post-tensioned Masonry Walls" @default.
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- W2887594964 doi "https://doi.org/10.1007/978-3-319-93788-5_6" @default.
- W2887594964 hasPublicationYear "2018" @default.
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