NDLI: Nonlinear static analysis of cable-stayed bridge

Content Provider	IEEE Xplore Digital Library
Author	Ju Yan-zhong Liu Wei-chun Bai Jun-feng Chen Jian-hua
Copyright Year	2010
Description	Author affiliation: School of Civil Engineering, Northeast Dianli University, Jilin, China (Ju Yan-zhong; Liu Wei-chun; Bai Jun-feng; Chen Jian-hua)
Abstract	To the middling span cable-stayed bridge with single tower, it is very outstanding for material nonlinearity which caused by nonlinear properties of the material. So we must calculate the effects of the material nonlinearity which caused by nonlinear properties of the material when we calculate the geometry nonlinear effects to many middling span cable-stayed bridge with single tower. The other issue is that many people adopt simplified models in the course of the nonlinear static analysis to the bridge which can not get the particular law of the stress and the deformation of the bridge. Here, we take Jilin Linjiangmen cable-stayed bridge as an example, a new analysis model is established which adopts SOLID65 and LINK10 to simulate the concrete and the cables by ANSYS. The method breaks through the former form of the analysis model.
Starting Page	2883
Ending Page	2886
File Size	484042
Page Count	4
File Format	PDF
ISBN	9781424477371
e-ISBN	9781424477395
DOI	10.1109/MACE.2010.5536110
Language	English
Publisher	Institute of Electrical and Electronics Engineers, Inc. (IEEE)
Publisher Date	2010-06-26
Publisher Place	China
Access Restriction	Subscribed
Rights Holder	Institute of Electrical and Electronics Engineers, Inc. (IEEE)
Subject Keyword	Deformable models Solid modeling Poles and towers Material nonlinearity Nonlinear static analysis Stress Cables Geometry nonlinearity Bridges Geometry Cable-stayed bridg Concrete Structural beams Civil engineering
Content Type	Text
Resource Type	Article

Sl.	Authority	Responsibilities	Communication Details
1	Ministry of Education (GoI), Department of Higher Education	Sanctioning Authority	https://www.education.gov.in/ict-initiatives
2	Indian Institute of Technology Kharagpur	Host Institute of the Project: The host institute of the project is responsible for providing infrastructure support and hosting the project	https://www.iitkgp.ac.in
3	National Digital Library of India Office, Indian Institute of Technology Kharagpur	The administrative and infrastructural headquarters of the project	Dr. B. Sutradhar bsutra@ndl.gov.in
4	Project PI / Joint PI	Principal Investigator and Joint Principal Investigators of the project	Dr. B. Sutradhar bsutra@ndl.gov.in Prof. Saswat Chakrabarti will be added soon
5	Website/Portal (Helpdesk)	Queries regarding NDLI and its services	support@ndl.gov.in
6	Contents and Copyright Issues	Queries related to content curation and copyright issues	content@ndl.gov.in
7	National Digital Library of India Club (NDLI Club)	Queries related to NDLI Club formation, support, user awareness program, seminar/symposium, collaboration, social media, promotion, and outreach	clubsupport@ndl.gov.in
8	Digital Preservation Centre (DPC)	Assistance with digitizing and archiving copyright-free printed books	dpc@ndl.gov.in
9	IDR Setup or Support	Queries related to establishment and support of Institutional Digital Repository (IDR) and IDR workshops	idr@ndl.gov.in

Nonlinear Stress Analysis of Cable-Pylon Anchorage Zones RC of Extra-Dosed Cable-Stayed Bridge in Railway

Determination of reasonable construction tension of concrete inclined pylon cable-stayed bridge with backstays

Geometrical Nonlinearities on the Static Analysis of Three Pylons Composite Girder Cable-stayed Bridge

Geometric nonlinear static analysis of cable stayed bridge in construction phase

Research on Construction Techniques for System Transformation of Self-Anchored Suspension and Cable-Stayed Combination System Bridge

Geometrical nonlinearity under live load for super long span cable-stayed bridges

Analysis of Dynamic Performance of Cable-Stayed Bridges with CFRP Cables

Comparison and Analysis of Aseismic Performance of Different Systems of Cable-Stayed Bridge

Research for Cable-Girder Coupled Vibration of a Cable-Stayed Bridge Based on Finite Element Analysis

Nonlinear static analysis of cable-stayed bridge

Similar Documents

Nonlinear Stress Analysis of Cable-Pylon Anchorage Zones RC of Extra-Dosed Cable-Stayed Bridge in Railway

Determination of reasonable construction tension of concrete inclined pylon cable-stayed bridge with backstays

Geometrical Nonlinearities on the Static Analysis of Three Pylons Composite Girder Cable-stayed Bridge

Geometric nonlinear static analysis of cable stayed bridge in construction phase

Research on Construction Techniques for System Transformation of Self-Anchored Suspension and Cable-Stayed Combination System Bridge

Geometrical nonlinearity under live load for super long span cable-stayed bridges

Analysis of Dynamic Performance of Cable-Stayed Bridges with CFRP Cables

Comparison and Analysis of Aseismic Performance of Different Systems of Cable-Stayed Bridge

Research for Cable-Girder Coupled Vibration of a Cable-Stayed Bridge Based on Finite Element Analysis

Nonlinear static analysis of cable-stayed bridge