A platform for research: civil engineering, architecture and urbanism
ULTIMATE LOAD CAPACITY ANALYSIS OF A LONG-SPAN RIGID-FRAME WITH A FLEXIBLE CONCRETE FILLED STEEL TUBULAR ARCH BRIDGE
ULTIMATE LOAD CAPACITY ANALYSIS OF A LONG-SPAN RIGID-FRAME WITH A FLEXIBLE CONCRETE FILLED STEEL TUBULAR ARCH BRIDGE
ULTIMATE LOAD CAPACITY ANALYSIS OF A LONG-SPAN RIGID-FRAME WITH A FLEXIBLE CONCRETE FILLED STEEL TUBULAR ARCH BRIDGE
He, G. J. (author) / Peng, K. K. (author) / Luo, S. D. (author) / Yan, A. G. (author) / Topping, B. H. V. / Montero, G. / Montenegro, R.
8th:; International conference, Computational structures technology ; 2006 ; Las Palmas de Gran Canaria, Spain
2006-01-01
23 pages
Held on CD-ROM. Extended abstracts in print form.; See also 3269.670000 8th 2006 for extended abstracts in print form
Conference paper
English
© Metadata Copyright the British Library Board and other contributors. All rights reserved.
Rigid-frame tied through concrete filled steel tubular arch bridge
British Library Conference Proceedings | 2007
|Seismic Testing of a Long-Span Concrete Filled Steel Tubular Arch Bridge
British Library Conference Proceedings | 2011
|Ultimate Load Carrying Capacity of Two Long Span Arch Bridge
British Library Conference Proceedings | 2007
|Seismic Testing of a Long-Span Concrete Filled Steel Tubular Arch Bridge
Trans Tech Publications | 2010
|