|
|
|
|
|
Adriana Brandis, Ivan Kraus and Simon Petrovcic
Numerical modelling of the soil in seismic design of structures is always a daunting task. The goal of this article is to develop a simplistic numerical modelling technique for shallow founded buildings on compliant soils. An existing large-scale experim...
ver más
|
|
|
|
|
|
|
|
|
|
|
Lidya Rosalia Sihombing,Nurmaidah Nurmaidah
Pág. 82 - 87
In the planning of multi-storey construction buildings need to pay attention to all aspects that affect the structure of the building and consideration of mature, especially if a multi-story building is designed to withstand earthquakes, the structure co...
ver más
|
|
|
|
|
|
|
|
|
|
|
O. H. Marinichenko
Pág. 124 - 130
|
|
|
|
|
|
|
|
|
|
|
Ada Bina Avizan, Koespiadi Koespiadi
Pág. 1 - 10
|
|
|
|
|
|
|
|
|
|
|
Pinar Usta
The earthquake performance of structures with seismic isolation is much better than that of fixed-base structures, and the application of seismic insulation ensures both structural integrity and the protection of the items present in the structures. The ...
ver más
|
|
|
|
|
|
|
|
|
|
|
Joko Purnomo,V. Octaviani,P. K. Chiaulina,Jimmy Chandra
Pág. 82 - 93
Lateral deformations of reinforced concrete (RC) frames under extreme seismic excitation are highly affected by the stiffness of their beam-column joints. Numerous models have been proposed to simulate the responses of RC beam-column joint under cyclic l...
ver más
|
|
|
|
|
|
|
|
|
|
This paper focuses on identifying key reasons for the damage of the cylindrical masonry shell structure in St. Jacob`s church in Dolenja Trebuša, Slovenia. Typical damage patterns which can be formed in shell structures and may affect the load bea...
ver más
|
|
|
|
|
|
|
|
|
|
|
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 ...
ver más
|
|
|
|
|
|
|
|
|
|
|
Himanshu Gaur and Ravindra Kumar Goliya
As the height of buildings increases, effect of shear lag also becomes considerable in the design of high rise buildings. In this paper, shear lag effect in tall buildings of heights, i.e., 120, 96, 72, 48 and 36 stories of which aspect ratio ranges from...
ver más
|
|
|
|
|
|
|
|
|
|
|
Altevir Castro dos Santos, Roberto Cesar Piana
Pág. 253 - 258
Uma das aplicações mais comuns de elementos pré-moldados de concreto se dá nas lajes nervuradas de forro e piso. Numa concepção relativamente recente, surgiram lajes nervuradas pré-moldadas bidirecionais, feitas a partir de nervuras com armadura em forma...
ver más
|
|
|
|
|
|
|
|
|
|
|
Altevir Castro dos Santos
Pág. 119 - 124
Este trabalho aborda construções em madeira sob a ótica de sistemas com estruturas leves; apresenta an?ise computacional por meio de modelagem pelo metodo de elementos finitos de diafragmas de piso e vigas I, submetidas a ensaio de flexão a quatro pontos...
ver más
|
|
|
|
|
|
|
|
|
|
|
Xuan Zhao, Binsheng Zhang, Tony Kilpatrick and Iain Sanderson
Cross-laminated timber (CLT) is an innovative engineered timber product and has been widely used for constructing tall timber buildings due to its excellent structural performance and good strength with its multi-layers of boards in both perpendicular di...
ver más
|
|
|
|
|
|