Study on longitudinal wind load calculation method of cables for cablestayed bridge

Pei Minshan、Zhang Xigang、Zhu Bin、Hou Bin、Liu Changpeng

Strategic Study of CAE ›› 2009, Vol. 11 ›› Issue (3) : 26-30.

PDF(1071 KB)

Strategic Study of CAE ›› 2009, Vol. 11 ›› Issue (3) : 26-30.

Study on longitudinal wind load calculation method of cables for cablestayed bridge

Pei Minshan、Zhang Xigang、Zhu Bin、Hou Bin、Liu Changpeng

Author information +

History +

Abstract

The cable force experiment was carried out during the design of Sutong Bridge. By comparing with the international research results, the calculation formula of longitudinal wind drag coefficient for cables was advanced to fill the blank of bridge wind resistant code of China, and this formula has already been adopted in the Highway Bridge Wind Resistant Design Code (JTG/T D60012004) with great significance for bridge engineering.

Keywords

Sutong cablestayed bridge / stayed cable / longitudinal / wind tunnel experiments

Cite this article

EndNote

Ris (Procite)

Bibtex

Download citation ▾

Pei Minshan,Zhang Xigang,Zhu Bin,Hou Bin,Liu Changpeng. Study on longitudinal wind load calculation method of cables for cablestayed bridge. Strategic Study of CAE, 2009, 11(3): 26‒30