CABLE-STAYED BRIDGES OF PRESTRESSED CONCRETE - COMMENT

被引：0
|
作者：
PODOLNY, W
机构：
来源：
JOURNAL PRESTRESSED CONCRETE INSTITUTE | 1973年 / 18卷 / 05期
关键词：
D O I：
暂无
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
引用
收藏
页码：115 / 116
页数：2
相关论文
共 50 条
  • [21] The effect of cable loosening on seismic response of a prestressed concrete cable-stayed bridge
    Wu, Q
    Takahashi, K
    Nakamura, S
    JOURNAL OF SOUND AND VIBRATION, 2003, 268 (01) : 71 - 84
  • [22] Structural behavior of cable anchorage zones in prestressed concrete cable-stayed bridge
    Jo, BW
    Byun, YJ
    Tae, GH
    CANADIAN JOURNAL OF CIVIL ENGINEERING, 2002, 29 (01) : 171 - 180
  • [23] CONSTRUCTIBILITY OF CABLE-STAYED BRIDGES
    ROWINGS, JE
    KASPAR, SL
    JOURNAL OF CONSTRUCTION ENGINEERING AND MANAGEMENT-ASCE, 1991, 117 (02): : 259 - 278
  • [24] A multi-parameter optimization technique for prestressed concrete cable-stayed bridges considering prestress in girder
    Gao, Qiong
    Yang, Meng-Gang
    Qiao, Jian-Dong
    STRUCTURAL ENGINEERING AND MECHANICS, 2017, 64 (05) : 567 - 577
  • [25] COMPUTING FOR CABLE-STAYED BRIDGES
    不详
    CIVIL ENGINEERING, 1995, 65 (08): : 14 - 18
  • [26] Aesthetics of cable-stayed bridges
    Tang, MC
    FIFTH INTERNATIONAL BRIDGE ENGINEERING CONFERENCE, VOLS 1 AND 2: BRIDGES, OTHER STRUCTURES, AND HYDRAULICS AND HYDROLOGY, 2000, 1696 : A34 - A43
  • [27] CABLE-STAYED BRIDGES IN CRISIS
    WILSON, F
    ARCHITECTURE-THE AIA JOURNAL, 1988, 77 (12): : 111 - 114
  • [28] Health condition assessment model of concrete cable-stayed bridges
    Xi'an Highway Research Institute, Xi'an 710054, China
    不详
    Chang'an Daxue Xuebao, 2006, 2 (47-50):
  • [29] Optimization of concrete cable-stayed bridges under seismic action
    Martins, Alberto M. B.
    Simoes, Luis M. C.
    Negrao, Joao H. J. O.
    COMPUTERS & STRUCTURES, 2019, 221 : 36 - 47
  • [30] Optimization of under-deck cable-stayed concrete bridges
    Martins, Alberto M. B.
    Simo, Lufs M. C.
    Negra, Joa H. J. O.
    COMPUTERS & STRUCTURES, 2024, 296
12345