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G.C. Balaji, S.S. Vivek
Pág. 408 - 426
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El Mehdi Echebba, Hasnae Boubel, Abdelhay El Omari, Mohamed Rougui, Mimoun Chourak and Fadi Hage Chehade
The type and the properties of the soil can potentially intensify the internal forces on buildings during seismic loads. To predict the effects of the soil parameters on the soil?structure interaction of buildings, it is necessary to consider the soil?st...
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Rafael Shehu, Grigor Angjeliu and Huseyin Bilgin
In the last decades, the possibility to use the inelastic capacities of structures have driven the seismic design philosophy to conceive structures with ductile elements, able to obtain large deformations without compromising structural safety. In partic...
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A. Aviram,J.W. Badillo,J.A. Prieto,J.D. Jaramillo
Pág. Page 65 - 80
Several methodologies used for the collapse assessment of an unreinforced brick masonry wall subject to out-of-plane bending due to moderate wind loads in Medellin, Colombia are presented. Models include a rigid cantilever model of masonry elements, defo...
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J. J. Ferrán Gozálvez,C. Ferrer Gisbert,M. Redón Santafé,F. J. Sánchez Romero,J. B. Torregrosa Soler
Pág. e172
El método habitual de análisis en situación de incendio consiste en el cálculo simplificado de barras aisladas. Es conservador al aplicarse a estructuras con capacidad de redistribuir esfuerzos. Se desconoce el tipo de fallo que afecta a la seguridad de ...
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Williamson, E. B.
Pág. 1036 - 1046
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