A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Dynamic Behavior of Cable-Stayed Bridges with Harp and Semi-Harp Stay Systems through Continuous Formulation
Dynamic Behavior of Cable-Stayed Bridges with Harp and Semi-Harp Stay Systems through Continuous Formulation
Dynamic Behavior of Cable-Stayed Bridges with Harp and Semi-Harp Stay Systems through Continuous Formulation
Han, D. J. (author) / Cheung, Y. K. (author) / Lee, P. K. K. / Tham, L. G. / Cheung, Y. K. / University of Hong Kong; Department of Civil and Structural Engineering
International conference, Computational methods in structural and geotechnical engineering ; 1994 ; Hong Kong
1994-01-01
7 pages
In 4 vols; Also known as COMSAGE
Conference paper
English
© Metadata Copyright the British Library Board and other contributors. All rights reserved.
Seismic Reliability Analysis of Three-Dimensional Harp Type Cable Stayed Bridge
| Springer Verlag | 2022
Analysis on Reasonable Structure of Main Girder of Harp Shaped Cable-Stayed Bridge without Backstays
| British Library Conference Proceedings | 2011
| British Library Conference Proceedings | 2010