DocumentCode
2458412
Title
Mechanism study on subsoil-strap footing-framework interaction considering stiffness contribution of infill wall
Author
Cheng, Yumei
Author_Institution
Coll. of Transp. & Storage & Civil Eng., China Univ. of Pet., Qingdao, China
fYear
2011
fDate
24-26 June 2011
Firstpage
4152
Lastpage
4155
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;
fLanguage
English
Publisher
ieee
Conference_Titel
Remote Sensing, Environment and Transportation Engineering (RSETE), 2011 International Conference on
Conference_Location
Nanjing
Print_ISBN
978-1-4244-9172-8
Type
conf
DOI
10.1109/RSETE.2011.5965228
Filename
5965228
Link To Document