Title :
Spatial analysis of masonry building in earthquake
Author :
Liang, Jianguo ; Fang, Liang ; Liu, Baohua ; Tang, Feng
Author_Institution :
Coll. of Civil Eng. & Archit., Changsha Univ. of Sci. & Technol., Changsha, China
Abstract :
Based on the analytic model of continuous deep beam with elastic supports for masonry buildings, this paper analysis the transferring ways of spatial system that is composed of reinforced concrete floor and masonry wall in horizontal seismic action. Three types of floor forms are put forward according to the rigidness of floors and the ratio of the span of floors to the height of masonry wall-rigid diaphragms, semi-rigid diaphragms and flexible diaphragms. The transferring ways of seismic load on the floors to masonry wall were received.
Keywords :
beams (structures); earthquakes; elasticity; floors; reinforced concrete; seismology; shear modulus; structural engineering; vibrations; walls; continuous deep beam; earthquake; elastic support; flexible diaphragm; floor rigidness; horizontal seismic action; masonry building; masonry wall; reinforced concrete floor; seismic load; semirigid diaphragm; spatial analysis; spatial system; wall-rigid diaphragm; Analytical models; Books; Concrete; Educational institutions; Electronic mail; Floors; Semi-Rigid diaphragms; flexible diaphragms; masonry; rigid diaphragms; seismic; spatial analysis;
Conference_Titel :
Mechanic Automation and Control Engineering (MACE), 2011 Second International Conference on
Conference_Location :
Hohhot
Print_ISBN :
978-1-4244-9436-1
DOI :
10.1109/MACE.2011.5988616
