New cable-stayed bridge across the river Elbe in Usti

被引：0
|
作者：
Crhan, Jan
Geryk, Jiri
Kominek, Milan
Koucky, Roman
Rotter, Tomas
Studnicka, Jiri
机构：
来源：
Stahlbau | 1999年 / 68卷 / 01期
关键词：
Structural design - Prefabricated bridges - Cost effectiveness - Durability;
D O I：
暂无
中图分类号：
学科分类号：
摘要：
The new cable-stayed bridge across the river Elbe in Usti has a main span of 123,3 m. The shape and inclination of the pylon (height 75 m) were designed to work without backstay cable. The realization of the project was characterized by a high level of prefabrication and a quick erection, in order to meet the tight schedule. Economy, durability and harmonious integration into the landscape were the most decisive criteria for the design and realization of the bridge.
引用
收藏
页码：56 / 61
相关论文
共 50 条
  • [21] Construction of the hybrid cable-stayed bridge
    Kim, D. G.
    Kwon, H. C.
    Lee, K. J.
    BRIDGE MAINTENANCE, SAFETY, MANAGEMENT AND LIFE-CYCLE OPTIMIZATION, 2010, : 3328 - 3333
  • [22] Landmark cable-stayed bridge over the Charles River, Boston, Massachusetts
    Chandra, V
    Ricci, AL
    Towell, PJ
    Donington, K
    DESIGN OF STRUCTURES 2003: BRIDGES, OTHER STRUCTURS, AND HYDRAULICS AND HYDROLOGY, 2003, (1845): : 19 - 27
  • [23] Maintenance and management system for Harbin Songhua River cable-stayed bridge
    Ren, Y.
    Huang, Q.
    Dong, X. W.
    BRIDGE MAINTENANCE, SAFETY, MANAGEMENT AND LIFE EXTENSION, 2014, : 2758 - 2763
  • [24] AERODYNAMIC STABILITY OF PROPOSED OHIO RIVER CABLE-STAYED BRIDGE.
    Cayes, Lloyd R.
    National Bureau of Standards, Special Publication, 1978, : 1 - 16
  • [25] The design and construction of cable-stayed bridge over Bouregreg River, Morocco
    Wang, Yingliang
    Gao, Zongyu
    Chen, Zonghui
    Zhao, Wenyi
    Shi, Jianhua
    Liao, Mujie
    BAUTECHNIK, 2019, 96 (02) : 150 - 159
  • [26] OPERATION AND MAINTENANCE OF CABLE-STAYED BRIDGE
    Tian Chunyan
    Yang Shengchao
    Zhang Na
    PROCEEDINGS OF THE 12TH INTERNATIONAL CONFERENCE ON INSPECTION APPRAISAL REPAIRS AND MAINTENANCE OF STRUCTURES, VOLS 1 AND 2, 2010, : 1059 - +
  • [27] DYNAMIC BEHAVIOR OF A CABLE-STAYED BRIDGE
    FLEMING, JF
    EGESELI, EA
    EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 1980, 8 (01): : 1 - 16
  • [28] JAPANESE CABLE-STAYED BRIDGE DESIGN
    BURDEN, AR
    PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS PART 1-DESIGN AND CONSTRUCTION, 1991, 90 : 1021 - 1051
  • [29] Missouri Cable-Stayed Bridge Opens
    Goodwin, April
    Better Roads, 2004, 74 (02): : 94 - 97
  • [30] CABLE-STAYED BRIDGE CROSSES THE MISSISSIPPI
    不详
    WELDING DESIGN & FABRICATION, 1984, 57 (06): : 67 - 70
12345