DocumentCode
682348
Title
Structure analysis of large span prestressed concrete floor main girder
Author
Dongyu Ji ; Kelun Wei
Author_Institution
Hunan Urban Constr. Coll., Xiangtan, China
fYear
2013
fDate
23-24 Dec. 2013
Firstpage
312
Lastpage
314
Abstract
According to the needs of the actual project, using finite element method calculates and analyzes the optimum structure scheme, and get the distribution of stress and displacement under various conditions, analysis results show that using the long-span prestressed concrete floor main girder structure is economic and reasonable, can satisfy the engineering requirement.
Keywords
finite element analysis; floors; reinforced concrete; structural engineering; supports; engineering requirement; finite element method; large span prestressed concrete floor main girder; long-span prestressed concrete floor main girder structure; optimum structure scheme; stress distribution; structure analysis; Concrete; Educational institutions; Floors; Steel; Stress; Structural beams; Finite element method; Main girder; Post-tensioning method; Prestressed;
fLanguage
English
Publisher
ieee
Conference_Titel
Instrumentation and Measurement, Sensor Network and Automation (IMSNA), 2013 2nd International Symposium on
Conference_Location
Toronto, ON
Type
conf
DOI
10.1109/IMSNA.2013.6743277
Filename
6743277
Link To Document