Minimum Concrete Filling Rate of Single Partially Concrete-Filled Steel Tubular Piers

被引：0
|
作者：
Xu, Yan [1 ]
Wang, Zhen [1 ,2 ]
Chen, Zhizhao [1 ]
机构：
[1] State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, Shanghai,200092, China
[2] Shanghai Municipal Engineering Design and Research Institute (Group) Co., Ltd., Shanghai,200092, China
来源：
Tongji Daxue Xuebao/Journal of Tongji University | 2021年 / 49卷 / 11期
关键词：
401.1 Bridges - 407.1 Maritime Structures - 408 Structural Design - 412 Concrete - 484 Seismology - 484.3 Earthquake Resistance - 525.4 Energy Losses (industrial and residential) - 691.2 Materials Handling Methods;
D O I：
暂无
中图分类号：
学科分类号：
摘要：
Piers
引用
收藏
页码：1546 / 1555
相关论文
共 50 条
  • [21] Flexural Behavior of Concrete-Filled Steel Tubular Beam
    Shallal, Muhaned A.
    2018 INTERNATIONAL CONFERENCE ON ADVANCE IN SUSTAINABLE ENGINEERING AND ITS APPLICATION (ICASEA), 2018, : 153 - 158
  • [22] Research on concrete-filled square steel tubular columns
    Zhang, ZG
    MULTI-PURPOSE HIGH-RISE TOWERS AND TALL BUILDINGS, 1997, : 157 - 168
  • [23] Minimum cost design of fibre-reinforced concrete-filled steel tubular columns
    Hatzigeorgiou, GD
    Beskos, DE
    JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2005, 61 (02) : 167 - 182
  • [24] Comparative study on seismic performance of concrete-filled double skin tubular piers and hollow concrete piers: Experimental and analytical
    Li, Zhong-Xian
    Du, Chunyu
    Liu, Dong
    Liang, Xiao
    Zhao, Bo
    STRUCTURES, 2023, 49 : 1078 - 1092
  • [25] The Constitutive Relationship of Concrete Core in Circular Concrete-Filled Steel Tubular Columns
    Liu, Linlin
    Tu, Yongqing
    Ye, Yinghua
    ADVANCES IN STRUCTURES, PTS 1-5, 2011, 163-167 : 2063 - 2067
  • [26] FEA on hysteretic behavior of concrete-filled round-ended stainless steel tubular bridge piers
    Zhao Q.
    Zhang J.
    Li Z.
    1600, Science Press (38): : 435 - 443
  • [27] A modified curve-approximated hysteretic model for partially concrete-filled steel tube bridge piers
    Yuan, Hui-hui
    Dang, Ji
    Wu, Qing-xiong
    Aoki, Tetsuhiko
    JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2021, 185
  • [28] Parametric study on ductility behavior of partially concrete-filled steel box-section bridge piers
    Gao, Shengbin (gao_sb@sjtu.edu.cn), 1600, Harbin Institute of Technology (46):
  • [29] Effect of Diaphragm Above Concrete-Filled Part on Horizontal Load Capacity of Partially Concrete-Filled Circular Piers Subjected to Axial Forces
    Chikahiro, Yuki
    Huong, Nguyen Thi Hong
    Zenzai, Seiya
    BUILDINGS, 2025, 15 (06)
  • [30] Responses of concrete-filled FRP tubular and concrete-filled FRP-steel double skin tubular columns under horizontal impact
    Chen, Zhilin
    Wang, Jun
    Chen, Jiye
    GangaRao, Hota
    Liang, Ruifeng
    Liu, Weiqing
    THIN-WALLED STRUCTURES, 2020, 155
12345