Innovative Technology for 500-meter Scale Concrete-Filled Steel Tubular Arch Bridge Construction

Éditeur :

Springer

Paru le : 2024-10-14

This present book mainly introduces the latest advancements in design and construction technologies of large-span concrete-filled steel tubular (CFST) arch bridges and steel-reinforced concrete (SRC) arch bridges with a CFST rigid skeleton. The main contents include overall introduction, structural ...
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Auteur

Éditeur

Collection
n.c

Parution
2024-10-14

Pages
437 pages

EAN papier
9789819712441

Auteur(s) du livre


Prof. Zheng Jielian is the academician of Chinese Academy of Engineering (CAE) and a world-renowned specialist in bridge engineering. He has long been engaged in the field of bridge design, construction and management (especially in arch bridges). His main professional achievements include pioneered the non-bracket construction method of double-curved arch bridge in China, which has solved the historic technical conundrum of constructing arch bridges without bottom supports; proposed the regulation method for the instantaneous and permanent stresses in steel rigid skeleton of large-span steel-reinforced concrete (SRC) arch bridges when pouring the concrete encasement. He is also the chief consultant of both the longest (in main span) concrete-filled steel tubular (CFST) arch bridge and SRC arch bridge in the world. Thus, he is well-recognized to have made great contributions to the high-quality and high-speed development of CFST and SRC arch bridges in China and to the leading positionof China on these two types of bridges. His research and service have garnered a lot of awards from the government and professional organizations, including three “National Science and Technology Progress Award of China” and the “Li Guohao Bridge Original Technology Award”.

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EAN PDF
9789819712458
Prix
179,34 €
Nombre pages copiables
4
Nombre pages imprimables
43
Taille du fichier
45466 Ko
EAN EPUB
9789819712458
Prix
179,34 €
Nombre pages copiables
4
Nombre pages imprimables
43
Taille du fichier
108636 Ko

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