Parametric investigation of wind-induced cable-stayed bridge motion using an aeroelastic model-Reference-Cited by-同舟云学术

Parametric investigation of wind-induced cable-stayed bridge motion using an aeroelastic model

Published:1989-09 Issue:1-2 Volume:32 Page:161-169
ISSN:0167-6105
Container-title:Journal of Wind Engineering and Industrial Aerodynamics
language:en
Short-container-title:Journal of Wind Engineering and Industrial Aerodynamics

Author:

Zan S.J.,Tanaka H.,Yamada H.,Wardlaw R.L.

Publisher

Elsevier BV

Subject

Mechanical Engineering,Renewable Energy, Sustainability and the Environment,Civil and Structural Engineering

Reference11 articles.

1. The influence of Turbulence and Deck Section Geometry on the Aeroelastic Behaviour of a Cable-stayed Bridge Model;Zan,1986

2. The Experimental Determination of the Response of Suspension Bridges to Turbulent Wind;Devenport,1971

3. Wind Tunnel Investigation of the Mississippi River Bridge Steel Alternative, Quincy, Illinois;Wardlaw;NRCC, NAE-LTR-LA-268,1984

4. Experiments on a Full Aeroelastic Model of Lions' Gate Bridge in Smooth and Turbulent Flow;Irwin;NRCC, NAE-LTR-LA-206,1979

5. The Incorporation of Dynamic Wind Loads Into the Design Specifications for long Span Bridges;Davenport;ASCE Fall Convention and Structures Congress,1982

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