PRELIMINARY DESIGN OF CABLE-STAYED FOOTBRIDGE

被引：0

作者：

Curic, Ivan ^{[1
]}

Nikolic, Marin ^{[1
]}

Draganic, Hrvoje ^{[1
]}

Kraus, Ivan ^{[1
]}

机构：

[1] Sveuciliste Josipa Jurja Strossmayera Osijeku, Gradevinski Fak, Osijek, Croatia

来源：

ELECTRONIC JOURNAL OF THE FACULTY OF CIVIL ENGINEERING OSIJEK-E-GFOS | 2012年 / 4卷

关键词：

EN1990; EN1991-1-1; EN1991-2; eccentric inclined pylon; numerical model; cable-stayed bridge;

D O I：

10.13167/2012.4.3

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

This paper presents a preliminary design of a footbridge over the River Drava in Osijek. Width of the water obstacle is 195,0 m. The selected solution is cable-stayed reinforced concrete bridge with an eccentric inclined pylon. Graphical drawings of the bridge were made in AutoCad software package and numerical model in the SAP2000 v14.2 software package. Modal analysis and calculation of the section forces was performed on the basis of selected dimensions of certain parts of the bridge structure, the analysis of variable loads according to EN1991-2 and the appropriate combination of loads according to EN1990.

引用

页码：24 / 36

页数：13

共 50 条

[31] Optimum design of cable-stayed bridges
Long, WY
Troitsky, MS
Zielinski, ZA
STRUCTURAL ENGINEERING AND MECHANICS, 1999, 7 (03) : 241 - 257
[32] Stability design of cable-stayed columns
Tankova, T.
da Silva, L. Simoes
Martins, J. P.
STABILITY AND DUCTILITY OF STEEL STRUCTURES 2019, 2019, : 1120 - 1127
[33] Optimum design of cable-stayed bridges
Yazdani-Paraei, H.
Moharrami, H.
Maalek, S.
Heydari, M.
AUSTRALIAN JOURNAL OF STRUCTURAL ENGINEERING, 2011, 12 (02) : 99 - 117
[34] Optimum design of cable-stayed bridges
Department of Transportation, Transp. System Information Program, Office of Highway System Engineering, 1120 N Street, MS #38, Sacramento, CA 94273-0001, United States
不详
Struct Eng Mech, 3 (241-257):
[35] "Ponte del mare": Conceptual design and realization of a long span cable-stayed footbridge in Pescara, Italy
De Miranda M.
De Palma A.
Zanchettin A.
Structural Engineering International: Journal of the International Association for Bridge and Structural Engineering (IABSE), 2010, 20 (01): : 21 - 25
[36] "Ponte Del Mare": Conceptual Design and Realization of a Long Span Cable-Stayed Footbridge in Pescara, Italy
De Miranda, Mario
De Palma, Alessandro
Zanchettin, Alberto
STRUCTURAL ENGINEERING INTERNATIONAL, 2010, 20 (01) : 21 - 25
[37] Determination of proper post-tensioning cable force of cable-stayed footbridge with TLBO algorithm
Atmaca, Barbaros
STEEL AND COMPOSITE STRUCTURES, 2021, 40 (06): : 805 - 816
[38] Seismic performance of a cable-stayed footbridge using a concrete damage plasticity model
Drygala, Izabela J.
Dulinska, Joanna M.
Wazowski, Marek
INTERNATIONAL CONFERENCE ON ANALYTICAL MODELS AND NEW CONCEPTS IN CONCRETE AND MASONRY STRUCTURES, 2017, 193 : 525 - 532
[39] Estimation of cables' tension of cable-stayed footbridge using measured natural frequencies
Jakiel, Przemyslaw
Manko, Zbigniew
DYNAMICS OF CIVIL ENGINEERING AND TRANSPORT STRUCTURES AND WIND ENGINEERING (DYN-WIND'2017), 2017, 107
[40] Dynamic characteristics of a cable-stayed pedestrian and cyclists footbridge 120 m long
Murzyn, I. J. (imurzyn@pk.edu.pl), 1600, CAFET INNOVA Technical Society, 1-2-18/103, Mohini Mansion, Gagan Mahal Road,, Domalguda, Hyderabad, 500029, India (07):

← 1 2 3 4 5 →