STUDY ON SECOND PHASE DESIGN OF DUCTILE FRAMES.

被引:0
|
作者
Xiangda, Zhai
Jianxin Chen
Peigu Huang
Yuanlun Guo
Dingfang Zhong
机构
关键词
BUILDINGS - Dynamic Loads - CONCRETE CONSTRUCTION - Reinforced Concrete - EARTHQUAKE RESISTANCE - Design;
D O I
暂无
中图分类号
学科分类号
摘要
The basic aspect and practice of a second phase design of ductile frames has been studied by an example in the tentative design of an industrial building. The building is situated in Tanggu District of Tianjin City and it is a seven-story industrial frame with non-uniformly distributed strength and rigidity in the vertical direction. To meet the requirements against moderate and strong earthquakes on deformation and strength respectively, it is estimated the building would sustain slight damage under moderate earthquake and would not collapse under strong seismic motion if grid-type stirrups for columns were used as an alternative to traditional stirrup arrangements.
引用
收藏
页码:10 / 22
相关论文
共 50 条
  • [31] DEFLECTION LIMITS FOR PORTAL FRAMES.
    Woolcock, S.T.
    Kitipornchai, S.
    Steel Construction (Sydney, Australia), 1986, 20 (03): : 2 - 10
  • [32] NEW ERA FOR STRUCTURAL FRAMES.
    Brigginshaw, G.F.
    Concrete (London), 1987, 21 (10): : 6 - 9
  • [33] SECOND ORDER EFFECTS AND ELASTIC CRITICAL LOADS OF PLANE, MULTISTOREY, UNBRACED FRAMES.
    Roberts, T.M.
    Structural Engineer, 1981, 59 A (04): : 125 - 127
  • [34] Design of beam-columns in steel frames. I: philosophies and procedures
    White, D.W.
    Clarke, M.J.
    Journal of structural engineering New York, N.Y., 1997, 123 (12): : 1556 - 1564
  • [35] DIRECTIONAL MOMENT CONNECTIONS - A PROPOSED DESIGN METHOD FOR UNBRACED STEEL FRAMES.
    Disque, Robert O.
    Engineering Journal, 1975, 12 (1 First Q): : 14 - 18
  • [36] Alternative approaches for elastic analysis and design of steel frames. I: Overview
    Surovek-Maleck, AE
    White, DW
    JOURNAL OF STRUCTURAL ENGINEERING, 2004, 130 (08) : 1186 - 1196
  • [37] Criterion for the Definition of Sway Frames.
    Vayas, I.
    Bauingenieur Berlin, 1987, 62 (09): : 425 - 429
  • [38] STUDY ON SEISMIC RESPONSE ANALYSIS OF INCINERATOR BOILERS AND THEIR SUPPORTING FRAMES.
    Nakao, Yoshiaki
    Murase, Yoshihide
    Emoto, Kenichi
    Orita, Norihiko
    Technical Review - Mitsubishi Heavy Industries, 1980, 17 (02): : 108 - 115
  • [39] INELASTIC BEHAVIOR OF MULTISTORY STEEL FRAMES.
    El-Zanaty, Mohamed H.
    Murray, David W.
    Bjorhovde, Reidar
    Structural Engineering Report, 1980, (83):
  • [40] Saying more with frames. Slots as classes
    Nado, R.
    Fikes, R.
    Computers & Mathematics with Applications, 1992, 23 (6-9):