Mechanical behaviour of a novel floor system with horizontal K-shaped brace in Long-span High-speed railway steel truss Cable-stayed bridge-Reference-Cited by-同舟云学术

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Mechanical behaviour of a novel floor system with horizontal K-shaped brace in Long-span High-speed railway steel truss Cable-stayed bridge

Published:2021-12 Issue: Volume:249 Page:113270
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Shi Zhou,Yu Wanqing,Gu Jiachang,Li Jiaqi,Zhong Meiling

Funder

China Railway Group Ltd

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference25 articles.

1. Equivalent simulation for steel truss girders;Jiao;Int Conf Electr Technol Civ Eng IEEE,2011

2. Improvement of dry air injection system for main cables of Seto-Ohashi Bridges;Kusuhara;Iabse Symp Rep,2015

3. Ex post socio-economic assessment of the Oresund Bridge;Knudsen;Transp Policy,2013

4. From Bridges across Great Belt and Øresund towards a Femern Belt Bridge;Gimsing;Iabse Symp Rep,2009

5. Shanghai Yangtze River Bridge-The longest road-cum-rail bridge in China;Shao;Struct Eng Int,2010

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1. Investigation of the Temperature Actions of Bridge Cables Based on Long-Term Measurement and the Gradient Boosted Regression Trees Method;Sensors;2023-06-17

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