|
|
|
|
|
Faris Tre?njo, Mustafa Humo, Filippo Casarin and Naida Ademovic
Minarets, tall structures, connected or not to the mosque attract attention due to their specific architectural features. Vulnerability to seismic damage has been witnessed throughout history on tall and slender structures after earthquake ground motions...
ver más
|
|
|
|
|
|
|
|
|
Peng Chen and Xiaobin Wu
This paper investigates the seismic performance of two adjacent buildings connected by viscous dampers. Three types of damper placement are discussed, including installing dampers within a single building, connecting two buildings at the same floor level...
ver más
|
|
|
|
|
|
|
|
|
Claudio Amadio, Luca Bomben and Salvatore Noè
In this work, a general method for the design of concentric braced steel frames (CBF) with active tension diagonal bracings, applicable to single- and multi-storey structures, is presented. The method is based on the use of an elastic modal analysis with...
ver más
|
|
|
|
|
|
|
|
|
Maria Cristina Porcu, Juan Carlos Vielma Pérez, Gavino Pais, Diego Osorio Bravo and Juan Carlos Vielma Quintero
Due to their excellent seismic behavior, shear wall-type concrete buildings are very popular in earthquake-prone countries like Chile. According to current seismic regulations, the performance of such structures can be indifferently assessed through line...
ver más
|
|
|
|
|
|
|
|
|
Huijuan Jia, Yongsheng Song, Xi Chen, Shunqing Liu and Binsheng Zhang
In this study, the seismic performances of a 14-storey office building in Nanjing, China, due to its plan and vertical irregularities in the structural system, were evaluated using the response spectrum method, elastic time history analysis and elastic?p...
ver más
|
|
|
|