Strengthening multiple span simply-supported girder bridges using post-tensioned negative moment connection technique-Reference-Cited by-同舟云学术

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Strengthening multiple span simply-supported girder bridges using post-tensioned negative moment connection technique

Published:2011-02 Issue:2 Volume:33 Page:663-673
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Wang Wen-Wei,Dai Jian-Guo,Huang Cheng-Kui,Bao Qi-Hang

Funder

Department of Communications of Liaoning Province

National Nature Science Foundation of China

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference18 articles.

1. Seismic behavior and capacity/demand analyses of three multi-span simply supported bridges;Saadeghvaziri;Eng Struct,2008

2. Influence of modeling assumptions on the seismic response of multi-span simply supported steel girder bridges in moderate seismic zones;Nielson;Eng Struct,2006

3. Seismic retrofit of simply supported bridges using shape memory alloys;DesRoches;Eng Struct,2002

4. State of practice for positive moment connections in prestressed concrete girders made continuous;Hastak;J Bridge Engrg, ASCE,2003

5. Behavior and design of link slabs for jointless bridge decks;Caner;PCI J,1998

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2. Design and Evaluation of a New Resin-Filled GFRP Pipe Connection System for Butt Splicing of FRP Bars;Materials;2020-12-31

3. Experimental investigation on the tensile performance of resin-filled steel pipe splices of BFRP bars;Construction and Building Materials;2020-05

4. Stress on simply supported bridge girders made continuous by full post-tensioning under static load;Bridge Structures;2019-03-26

5. Force transfer mechanism in positive moment continuity details for prestressed concrete girder bridges;Computers and Concrete;2014-08-25

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