Load carrying capacity of composite beams prestressed with external tendons under positive moment-Reference-Cited by-同舟云学术

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Load carrying capacity of composite beams prestressed with external tendons under positive moment

Published:2005-04 Issue:4 Volume:61 Page:515-530
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Chen Shiming,Gu Ping

Publisher

Elsevier BV

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference11 articles.

1. Cable-stressed steel bridges, Paper presented to TRB committee on steel bridges, Annual meeting;Seim,1982

2. Strengthening California steel bridges by prestressing;Mancarti,1984

3. Design and construction of composite girder bridges of the Zhongshan Road, in the inner ring road of Guangzhou;Liu;Standard Design Railway,2001

4. Construction and site testing of steel–concrete composite beams of the Fujian City Hall;Zhang;Constr Technol,1998

5. Experimental study of prestressed composite beams;Saadatmanesh;J Struct Div, ASCE,1989

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1. Prestressed CFRP Plates and Tendon Strengthening of Steel–Concrete Composite Beams;Journal of Composites Science;2024-08-04

2. Performances and properties of steel and composite prestressed tendons – A review;Heliyon;2024-06

3. Strengthening of Steel Through-Girder Bridges Using UHPC and Post-Tensioning;Journal of Bridge Engineering;2024-03

4. Dynamic responses of multi-story structural systems with separated gravity and lateral resisting systems under seismic action considering connection semi-rigidity effects;Engineering Structures;2024-03

5. Some issues about the behaviour of external pre-stressed steel–concrete composite beams;Proceedings of the Institution of Civil Engineers - Structures and Buildings;2024-02-28

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