Dynamic responses of cable-stayed bridge and running Safety of trains under turbulent wind

Nan Zhang; He Xia; You Lin Xu

Dynamic responses of cable-stayed bridge and running Safety of trains under turbulent wind

Nan Zhang, He Xia, You Lin Xu

Research output: Chapter in book / Conference proceeding › Conference article published in proceeding or book › Academic research › peer-review

Abstract

The dynamic model of cable-stayed bridge-vehicle interaction system under turbulent wind is established in this paper, the buffeting force and self-excited force on bridge, the steady force and unsteady force on vehicle are generalized by measured quasi-steady aerodynamic force coefficients and frequency independent coefficients of rational functions. As a case, the passage of trains through a cable-stayed bridge is simulated. The dynamic characteristic of long span cable-stayed bridge and the running safety of trains under turbulent wind are analyzed.

Original language	English
Title of host publication	Progress in Safety Science and Technology Volume 4
Subtitle of host publication	Proceedings of the 2004 International Symposium on Safety Science and Technology
Pages	393-399
Number of pages	7
Edition	PART A
Publication status	Published - 1 Dec 2004
Event	Progress in Safety Science and Technology Volume 4: Proceedings of the 2004 International Symposium on Safety Science and Technology - Shanghai, China Duration: 25 Oct 2004 → 28 Oct 2004

Conference

Conference	Progress in Safety Science and Technology Volume 4: Proceedings of the 2004 International Symposium on Safety Science and Technology
Country/Territory	China
City	Shanghai
Period	25/10/04 → 28/10/04

Keywords

Cable-stayed bridge
Dynamic response
Safety
Train
Turbulent wind

ASJC Scopus subject areas

General Engineering

Cite this

@inproceedings{37fc382fdbad4000abd037f35c20ba77,

title = "Dynamic responses of cable-stayed bridge and running Safety of trains under turbulent wind",

abstract = "The dynamic model of cable-stayed bridge-vehicle interaction system under turbulent wind is established in this paper, the buffeting force and self-excited force on bridge, the steady force and unsteady force on vehicle are generalized by measured quasi-steady aerodynamic force coefficients and frequency independent coefficients of rational functions. As a case, the passage of trains through a cable-stayed bridge is simulated. The dynamic characteristic of long span cable-stayed bridge and the running safety of trains under turbulent wind are analyzed.",

keywords = "Cable-stayed bridge, Dynamic response, Safety, Train, Turbulent wind",

author = "Nan Zhang and He Xia and Xu, {You Lin}",

year = "2004",

month = dec,

day = "1",

language = "English",

isbn = "7030143868",

pages = "393--399",

booktitle = "Progress in Safety Science and Technology Volume 4",

edition = "PART A",

note = "Progress in Safety Science and Technology Volume 4: Proceedings of the 2004 International Symposium on Safety Science and Technology ; Conference date: 25-10-2004 Through 28-10-2004",

}

Zhang, N, Xia, H & Xu, YL 2004, Dynamic responses of cable-stayed bridge and running Safety of trains under turbulent wind. in Progress in Safety Science and Technology Volume 4: Proceedings of the 2004 International Symposium on Safety Science and Technology. PART A edn, pp. 393-399, Progress in Safety Science and Technology Volume 4: Proceedings of the 2004 International Symposium on Safety Science and Technology, Shanghai, China, 25/10/04.

Dynamic responses of cable-stayed bridge and running Safety of trains under turbulent wind. / Zhang, Nan; Xia, He; Xu, You Lin.
Progress in Safety Science and Technology Volume 4: Proceedings of the 2004 International Symposium on Safety Science and Technology. PART A. ed. 2004. p. 393-399.

Research output: Chapter in book / Conference proceeding › Conference article published in proceeding or book › Academic research › peer-review

TY - GEN

T1 - Dynamic responses of cable-stayed bridge and running Safety of trains under turbulent wind

AU - Zhang, Nan

AU - Xia, He

AU - Xu, You Lin

PY - 2004/12/1

Y1 - 2004/12/1

N2 - The dynamic model of cable-stayed bridge-vehicle interaction system under turbulent wind is established in this paper, the buffeting force and self-excited force on bridge, the steady force and unsteady force on vehicle are generalized by measured quasi-steady aerodynamic force coefficients and frequency independent coefficients of rational functions. As a case, the passage of trains through a cable-stayed bridge is simulated. The dynamic characteristic of long span cable-stayed bridge and the running safety of trains under turbulent wind are analyzed.

AB - The dynamic model of cable-stayed bridge-vehicle interaction system under turbulent wind is established in this paper, the buffeting force and self-excited force on bridge, the steady force and unsteady force on vehicle are generalized by measured quasi-steady aerodynamic force coefficients and frequency independent coefficients of rational functions. As a case, the passage of trains through a cable-stayed bridge is simulated. The dynamic characteristic of long span cable-stayed bridge and the running safety of trains under turbulent wind are analyzed.

KW - Cable-stayed bridge

KW - Dynamic response

KW - Safety

KW - Train

KW - Turbulent wind

UR - http://www.scopus.com/inward/record.url?scp=12344289756&partnerID=8YFLogxK

M3 - Conference article published in proceeding or book

SN - 7030143868

SN - 9787030143860

SP - 393

EP - 399

BT - Progress in Safety Science and Technology Volume 4

T2 - Progress in Safety Science and Technology Volume 4: Proceedings of the 2004 International Symposium on Safety Science and Technology

Y2 - 25 October 2004 through 28 October 2004

ER -

Dynamic responses of cable-stayed bridge and running Safety of trains under turbulent wind

Abstract

Conference

Keywords

ASJC Scopus subject areas

Other files and links

Fingerprint

Cite this