Volume 22 Issue S1
Turn off MathJax
Article Contents
Abstract
Related Articles
LI Zheng-liang, YAN Zhi-tao, WANG Cheng-qi. BRIDGE CONSTRUCTION IN CHONQING FOR 21 CENTURY AND WIND ENGINEERING STUDY[J]. Engineering Mechanics, 2005, 22(S1): 213-219.
Citation: LI Zheng-liang, YAN Zhi-tao, WANG Cheng-qi. BRIDGE CONSTRUCTION IN CHONQING FOR 21 CENTURY AND WIND ENGINEERING STUDY[J]. Engineering Mechanics, 2005, 22(S1): 213-219.
shu

BRIDGE CONSTRUCTION IN CHONQING FOR 21 CENTURY AND WIND ENGINEERING STUDY

  • Departmentof Civil Engineering, Chongqing University, Chongqing 400030, China

More Information
  • Received Date: December 31, 1899
  • Revised Date: December 31, 1899
    Graphical Abstract
    • Abstract
  • An overall developmentof bridge construction in Chongqing is introduced in this paper. The aerodynamic study of long-span arch bridges is reviewed with the example of the Chongqing Caiyuanba Changjiang bridge. The results and analysis methods of wind resistant performance of long-span half through arch bridges are presented. The present review covers the wind tunnel test, the numerical simulation and the design of arch bridges.
    • FullText(HTML)
    • References (0)
    • Related Articles

  • Related Articles

    [1]SHEN Lian, HAN Yan, TANG Chun-chao, YUAN Tao, YANG Ying, KUANG Xi-long. STUDY ON WIND TUNNEL TEST OF WIND ENVIRONMENT UNDER THE INFLUENCE OF MULTIPLE FACTORS[J]. Engineering Mechanics, 2021, 38(5): 88-97. DOI: 10.6052/j.issn.1000-4750.2020.04.0270
    [2]LIU Jian-han, MA Wen-yong. WIND TUNNEL TEST ON AERODYNAMIC CHARACTERISTICS OF A ROTATING CYLINDER[J]. Engineering Mechanics, 2021, 38(S): 89-92, 132. DOI: 10.6052/j.issn.1000-4750.2020.05.S016
    [3]LI Guo-qiang, ZHANG Wei-guo, HUANG Xia, WANG Xun-nian. STUDY ON WIND TUNNEL WALL INTERFERENCE IN DYNAMIC AIRFOIL TEST[J]. Engineering Mechanics, 2019, 36(8): 235-247. DOI: 10.6052/j.issn.1000-4750.2018.07.0380
    [4]XIE Chang-chuan, HU Rui, WANG Fei, LIU Yi, CHANG Nan. AEROELASTIC WIND TUNNEL TEST MODEL DESIGN AND EXPERIMENT ON VERY FLEXIBLE HIGH-ASPECT-RATIO WINGS[J]. Engineering Mechanics, 2016, 33(11): 249-256. DOI: 10.6052/j.issn.1000-4750.2015.04.0254
    [5]ZHOU Xuan-yi, ZU Gong-bo, GU Ming. LARGE EDDY SIMULATION AND WIND TUNNEL TEST ON TTU BUILDING MODEL[J]. Engineering Mechanics, 2016, 33(2): 104-110. DOI: 10.6052/j.issn.1000-4750.2014.06.0504
    [6]WANG Li-jun, TONG Li-li. NUMERICAL SIMULATION AND WIND TUNNEL TEST ON GROUND RADOME UNDER WIND LOAD[J]. Engineering Mechanics, 2016, 33(增刊): 283-289. DOI: 10.6052/j.issn.1000-4750.2015.05.S003
    [7]SHI Chao, LI Zong-yi, LIU Qing-kuan. WIND TUNNEL TEST METHOD OF SNOW DRIFTING AND OBSERVATION RESEARCH[J]. Engineering Mechanics, 2015, 32(增刊): 15-19. DOI: 10.6052/j.issn.1000-4750.2014.05.S059
    [8]FU Xing, LIN You-xin, LI Hong-nan. WIND TUNNEL TEST AND RESPONSE ANALYSIS OF HIGH-VOLTAGE TRANSMISSION TOWER SUBJECTED TO COMBINED LOADS OF WIND AND RAIN[J]. Engineering Mechanics, 2014, 31(1): 72-78. DOI: 10.6052/j.issn.1000-4750.2012.09.0634
    [9]CHEN Lei, WU Zhi-gang, YANG Chao, TANG Chang-hong, WANG Li-bo. GUST RESPONSE, LOAD ALLEVIATION AND WIND-TUNNEL EXPERIMENT VERIFICATION OF ELASTIC WING[J]. Engineering Mechanics, 2011, 28(6): 212-218.
    [10]XU Fu-you, MA Ru-jin, CHEN Ai-rong, WANG Da-lei. FULL AEROELASTIC MODEL DESIGN AND MODAL TEST FOR SUTONG BRIDGE[J]. Engineering Mechanics, 2009, 26(12): 150-154,.

Catalog

    Get Citation
    PDF
    XML

    Article Metrics

    Article views (765) PDF downloads (281) Cited by()
    Related

    京ICP备18030614号

    Copyright © 《工程力学》编辑部

    Address: North-Star Times Tower, No.8 Beichendong Road, Chaoyang District, Beijing, China China Pos: 100084

    Tel: (010)62788648 Fax: 021-64253812 Email: gclxbjb@tsinghua.edu.cn

    Supported by: Beijing Renhe Information Technology Co.,Ltd.  Baidu Analytics

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return