Optimised design of foundation systems for high-rise structures

被引:0
|
作者
Katzenbach, Rolf [1 ]
Leppla, Steffen [1 ]
机构
[1] Tech Univ Darmstadt, Inst & Lab Geotech, Darmstadt, Germany
关键词
PILED RAFT FOUNDATIONS;
D O I
暂无
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
Safety, optimisation and sustainability are the most important aspects for the design of any foundation system. An optimised and safe design of foundation systems for high-rise structures in difficult soil and groundwater conditions is based on a reduction of construction material used, construction time spent, energy consumed and the adequate consideration of the soil-structure interaction. For high-rise structures like high-rise buildings and bridge piers the Combined Pile-Raft Foundations (CPRF), in-situ load tests and non-linear numerical simulations are the basis for an optimised design. For challenging projects the observational method has to be applied for verification and quality control of the design. Regarding the 4-eye-principle as basis of the quality and safety control management an independent peer review of the planning design and the construction is the guarantee for optimisation, safety and serviceability.
引用
收藏
页码:2042 / 2047
页数:6
相关论文
共 50 条
  • [31] Frontiers in high-rise outrigger design
    Choi, Hi Sun
    Joseph, Leonard M.
    See, Sawteen
    Garai, Rupa
    CTBUH Journal, 2017, (03) : 20 - 25
  • [32] Thinking of High-Rise Buildings Design
    Feng, Xiang
    Guo, Yanli
    PROCEEDINGS OF THE 2013 INTERNATIONAL WORKSHOP ON COMPUTER SCIENCE IN SPORTS, 2013, : 202 - 205
  • [33] The design of foundations for high-rise buildings
    Poulos, Harry
    PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-CIVIL ENGINEERING, 2010, 163 (06) : 27 - 32
  • [34] Transformation design of a high-rise building
    Yang, Xiaodong
    Wei, Qiang
    Li, Junfeng
    ADVANCES IN CIVIL STRUCTURES, PTS 1 AND 2, 2013, 351-352 : 1038 - 1042
  • [35] Modular design for high-rise buildings
    Lawson, R. M.
    Richards, J.
    PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-STRUCTURES AND BUILDINGS, 2010, 163 (03) : 151 - 164
  • [36] ON THE DESIGN OF LEANING HIGH-RISE BUILDINGS
    ROBERTSON, LE
    JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 1990, 17 (1-2) : 163 - 191
  • [37] COMPOSITE SYSTEMS FOR HIGH-RISE CONSTRUCTION
    TARANATH, BS
    CONSULTING ENGINEER, 1985, 64 (03): : 42 - 49
  • [38] ANALYTICAL APPROACH TO DESIGN OF HIGH-RISE STACKER CRANE WAREHOUSE SYSTEMS
    BAFNA, KM
    REED, R
    INDUSTRIAL ENGINEERING, 1972, 4 (10): : 8 - &
  • [39] Are dual systems the answer to the woes in the seismic design of high-rise buildings?
    Banavalkar, PV
    TALL BUILDING STRUCTURES - A WORLD VIEW, 1996, : 279 - 292
  • [40] Structural systems for high-rise buildings
    Department of Civil Engineering, Government Engineering College, Trichur
    J Inst Eng India: Archit Eng Div, 2007, OCT. (21-24):