Conjugate gradients method for calculating the response of large cable nets to static loads

Stefanou, G.D.; Moossavi, E.; Bishop, Steven R.; Koliopoulos, Panagiotis

doi:10.1016/0045-7949(93)90031-8

Computers & Structures

1993

DOI: 10.1016/0045-7949(93)90031-8

|View full text |Cite

Conjugate gradients method for calculating the response of large cable nets to static loads

G.D. Stefanou

E. Moossavi

Steven R. Bishop

et al.

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...

Citation Types

Supporting

Mentioning

Contrasting

Year Published

1998

2023

Publication Types

Select...

Article6

Relationship

Self Cite0

Independent6

Authors

Journals

Cited by 8 publications

(1 citation statement)

References 5 publications

Supporting

Mentioning

Contrasting

Order By: Relevance

“…The cable stayed bridge provides a solution to this problem, based on a structural system comprising an orthotropic plate deck and a continuous girder. The total potential energy (W): [10] The total potential energy of a structure may be written as:…”

mentioning

confidence: 99%

Static Analysis of Equal Two Span Cable Stayed Bridges with Various Shapes of Pylons

Aggag

Saad

Madawy

et al. 2020

Bulletin of the Faculty of Engineering. Mansoura University

View full text Add to dashboard Cite

Now with new world view, the field of cable stayed bridges become very important. This paper is concerned about the study of two spans cable stayed bridges with various shapes of pylon. Three types of these bridges as fan, harp and radiating shapes are considered. The static analysis is carried out for mathematical models with double plane of cables considering the parameters affecting the response. These parameters include: the variations of pylon shape, the variation of the height of the pylon to span of the bridge, different connections between pylons and floor beams, the arrangements of cables, initial tension of cables, and different cases of loading for floor beams. The analysis is done by a FORTRAN program based on the minimization of

show abstract

mentioning

confidence: 99%

Static Analysis of Equal Two Span Cable Stayed Bridges with Various Shapes of Pylons

Aggag

Saad

Madawy

et al. 2020

Bulletin of the Faculty of Engineering. Mansoura University

View full text Add to dashboard Cite

show abstract

Nonlinear elasto-plastic analysis of slack and taut cable structures

Kim

Thai

Lee

2016

Engineering with Computers

View full text Add to dashboard Cite

A new deformable catenary element for the analysis of cable net structures

Andreu

Gil

Roca³

2006

Computers & Structures

View full text Add to dashboard Cite

scite is a Brooklyn-based organization that helps researchers better discover and understand research articles through Smart Citations–citations that display the context of the citation and describe whether the article provides supporting or contrasting evidence. scite is used by students and researchers from around the world and is funded in part by the National Science Foundation and the National Institute on Drug Abuse of the National Institutes of Health.

Contact Info

customersupport@researchsolutions.com

10624 S. Eastern Ave., Ste. A-614

Henderson, NV 89052, USA

This site is protected by reCAPTCHA and the Google Privacy Policy and Terms of Service apply.

Blog Terms and Conditions API Terms Privacy Policy Contact Cookie Preferences Do Not Sell or Share My Personal Information

Made with 💙 for researchers

Part of the Research Solutions Family.

Conjugate gradients method for calculating the response of large cable nets to static loads

Cited by 8 publications

References 5 publications

Static Analysis of Equal Two Span Cable Stayed Bridges with Various Shapes of Pylons

Static Analysis of Equal Two Span Cable Stayed Bridges with Various Shapes of Pylons

Nonlinear elasto-plastic analysis of slack and taut cable structures

A new deformable catenary element for the analysis of cable net structures

Contact Info

Product

Resources

About