Elastic Analysis of Beam-Plate Foundation with Winkler Model

doi:10.11835/j.issn.1674-4764.1998.05.002

Home > Archive>Volume 20, Issue 5, 1998 >5-9. DOI:10.11835/j.issn.1674-4764.1998.05.002

Elastic Analysis of Beam-Plate Foundation with Winkler Model
DOI:
                        10.11835/j.issn.1674-4764.1998.05.002
                    
CSTR:
                        [cstr]
                    
Author:
                        
                        
                    
Affiliation:
Clc Number:TU471.2
Fund Project:

Article

Figures

Metrics

Reference

Cited by

Materials

Comments

Abstract:

The beam-plate foundation is divided into two parts.The boundary element methods areapplied to analyze the plates with Winklermodel.The finite element methods are used to evaluate thebeams The coupling equation is obtained by the coodination of both force and displacement.

Reference

Cited by

Get Citation

邓安福吕镇江. Winkler地基上加肋板的弹性分析[J].土木与环境工程学报（中英文）,1998,20(5):5~9

Copy

Article Metrics

Abstract:
PDF:
HTML:
Cited by:

History

Received:
Revised:
Adopted:
Online:
Published:

Get Citation

Related Videos

Share

Article Metrics

History

Article QR Code