CALIBRATION BASIS FOR STRUCTURAL GLASS DESIGN.

被引:0
|
作者
Lind, Niels C. [1 ]
机构
[1] Univ of Waterloo, Waterloo, Ont, Can, Univ of Waterloo, Waterloo, Ont, Can
来源
| 1600年 / 14期
关键词
IMPORTANCE FACTOR - LIFETIME FAILURE PROBABILITY - LIMIT STATE DESIGN FORMAT - RELIABILITY INDEX - STRUCTURAL GLASS;
D O I
暂无
中图分类号
学科分类号
摘要
(Edited Abstract)
引用
下载
收藏
相关论文
共 50 条
  • [1] CALIBRATION BASIS FOR STRUCTURAL GLASS DESIGN
    LIND, NC
    CANADIAN JOURNAL OF CIVIL ENGINEERING, 1987, 14 (06) : 788 - 794
  • [2] EXPERT SYSTEMS FOR STRUCTURAL DESIGN.
    Maher, Mary Lou
    Journal of Computing in Civil Engineering, 1987, l (04) : 270 - 283
  • [3] COMMENTARY ON STRUCTURAL STEEL DESIGN.
    McGuire, William
    Lorin, P.A.
    Hydrotechnical Construction (English translation of Gidrotekhnicheskoe Stroitel'stvo), 1979, : 1 - 29
  • [4] EXPERIMENTS IN THE TEACHING OF STRUCTURAL DESIGN.
    Stevens, L.K.
    Schmidt, L.C.
    Base, G.D.
    Mansell, D.S.
    Morgan, P.R.
    1972, CE 14 (01): : 110 - 114
  • [5] SNOW LOADS AND STRUCTURAL DESIGN.
    Judge, C.J.
    1600,
  • [6] Workability Function as Basis for Concrete Mix Design.
    Kopycinski, Bronislaw
    Archiwum Inzynierii Ladowej, 1976, 22 (03): : 477 - 488
  • [7] Unit Mill as the Basis for Cement Plant Design.
    Heiskanen, K.
    1600, (29):
  • [8] Calibration of the Statistical-Interference Factors for the Design of Tempered Structural Glass
    Pisano, Gabriele
    Bonati, Antonio
    Carfagni, Gianni Royer
    JOURNAL OF ENGINEERING MECHANICS, 2022, 148 (04)
  • [9] MICROCOMPUTER SOFTWARE FOR CONCRETE STRUCTURAL DESIGN.
    Falk, Howard
    1600, (07):
  • [10] ON CALIFORNIA STRUCTURAL STEEL SEISMIC DESIGN.
    Popov, Egor P.
    Bulletin of the New Zealand National Society for Earthquake Engineering, 1987, 20 (01): : 7 - 21