Katson | Construction Technology of Large Span Steel Truss Arch Bridge | Wang Jun, Xiang Zhongfu |

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SKU
CLBKSKAS6200
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CONTENTS

Section-One: Planning and Design
• Overview • Research and Design of Plan of Extra-Large Span Steel Truss Arch Bridge • Structural Design of Extra-Large Span Steel Truss Arch Bridge • Construction Design of Extra-Large Span Steel Truss Arch Bridge • Technological Innovation in Design of Extra-Large Span Steel Truss Arch Bridge


Section-Two:Processing and Manufacturing
• Overview • Welding Technology of High- Strength Thick-Plate Bridge Steel • Processing and Fabrication of Extra-Large Rod Pieces • Test Assembly Technology • Anticorrosion of Bridge Steel Structure • Research and Fabrication of 15000t Level Spherical Bearing


Section-Three: Erection and Control
• Overview • Construction Scheme Research of Extra- Large Span Steel Truss Arch Bridge • Structural Analysis of Erection Construction Process • Erection and Control of Truss Arch of Extra-Large Span Steel Truss Arch Bridge • Erection and Control of Mid-Span Rigid Tie Bar • Installation and Control of Steel Bridge Panels


Section-FourExperiment and Research
• Experiment and Research Overview • Model Test of Structural Static Force • Experimental Study of Structural Dynamic Performance • Wind Tunnel Test • Experimental Study of Structural Seismic Performance • Fatigue Experimental Study of Steel Truss Nodes • Test and Research of Plate-Truss Temperature Difference Effect• Reference • Index

More Information
Product NameKatson | Construction Technology of Large Span Steel Truss Arch Bridge | Wang Jun, Xiang Zhongfu |
ISBN / Product Code9789350146200
AuthorWang Jun, Xiang Zhongfu
Competitive & Entrance ExamsEngineering
PublisherSK Kataria and Sons
Subject : College BooksCivil Engineering
HSN Code4901
Company DetailsPublished by S K Kataria & Sons Address: 4885/109, Dr. Subhash Bhargav Lane, Opposite Delhi Medical Association, Daryaganj, New Delhi, Delhi 110002.In case of any queries regarding products please call at Phone: 011 2324 3489
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