Title :
Mechanism study on subsoil-strap footing-framework interaction considering stiffness contribution of infill wall
Author_Institution :
Coll. of Transp. & Storage & Civil Eng., China Univ. of Pet., Qingdao, China
Abstract :
Different from the traditional method, the finite element method considering the cooperative effect of foundation beam and the upper framework produces remarkable economic benefits. Stiffness contribution of Infill wall can not be slighting.
Keywords :
beams (structures); elasticity; finite element analysis; foundations; geotechnical engineering; soil; walls; finite element method; foundation beam; infill wall; stiffness contribution; subsoil-strap footing framework interaction; Analytical models; Buildings; Earthquakes; Economics; Petroleum; Reliability; Safety; Infill wall; cooperative effect; foundation beam; framework; stiffness contribution;
Conference_Titel :
Remote Sensing, Environment and Transportation Engineering (RSETE), 2011 International Conference on
Conference_Location :
Nanjing
Print_ISBN :
978-1-4244-9172-8
DOI :
10.1109/RSETE.2011.5965228
