DUCTILITY DESIGN VIA OPTIMUM DESIGN OF NONLINEAR ELASTIC FRAMES

被引:9
|
作者
NAKAMURA, T
TAKEWAKI, I
机构
来源
JOURNAL OF STRUCTURAL ENGINEERING-ASCE | 1989年 / 115卷 / 03期
关键词
D O I
10.1061/(ASCE)0733-9445(1989)115:3(608)
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
引用
收藏
页码:608 / 625
页数:18
相关论文
共 50 条
  • [21] Optimum design of unbraced rigid frames
    Saka, MP
    Kameshki, ES
    COMPUTERS & STRUCTURES, 1998, 69 (04) : 433 - 442
  • [22] OPTIMUM PLASTIC DESIGN OF SPACE FRAMES
    FEARN, W
    KHALIFA, MMK
    MERWIN, JE
    TORDOFF, D
    PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS PART 2-RESEARCH AND THEORY, 1978, 65 (JUN): : 485 - 486
  • [23] SHAPE OPTIMAL-DESIGN OF ELASTIC PLANAR FRAMES WITH NONLINEAR RESPONSE
    KEGL, M
    BUTINAR, BJ
    OBLAK, MM
    INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 1995, 38 (19) : 3227 - 3242
  • [24] DESIGN OF STEEL FRAMES FOR SPECIFIED SEISMIC MEMBER DUCTILITY VIA INVERSE EIGENMODE FORMULATION
    NAKAMURA, T
    TSUJI, M
    TAKEWAKI, I
    COMPUTERS & STRUCTURES, 1993, 47 (06) : 1017 - 1030
  • [25] Optimum design of braced steel frames via teaching learning based optimization
    Artar, Musa
    STEEL AND COMPOSITE STRUCTURES, 2016, 22 (04): : 733 - 744
  • [26] Plastic Design of Moment Resisting Frames with Low Ductility
    Maglio, Maria
    Montuori, Rosario
    Nastri, Elide
    Piluso, Vincenzo
    PROCEEDINGS OF THE 11TH INTERNATIONAL CONFERENCE ON BEHAVIOUR OF STEEL STRUCTURES IN SEISMIC AREAS, STESSA 2024 - VOL 1, 2024, 519 : 1158 - 1168
  • [27] A seismic design method for high ductility steel frames
    Ghersi, A.
    Marino, E. M.
    Neri, F.
    STESSA 2006, 2006, : 33 - 38
  • [28] OPTIMUM DESIGN OF STEEL FRAMES WITH STABILITY CONSTRAINTS
    SAKA, MP
    COMPUTERS & STRUCTURES, 1991, 41 (06) : 1365 - 1377
  • [29] Optimum design of steel frames with tapered members
    Saka, MP
    COMPUTERS & STRUCTURES, 1997, 63 (04) : 797 - 811
  • [30] OPTIMUM DESIGN OF STEEL FRAMES WITH STABILITY CONSTRAINTS
    SAKA, MP
    PROCEEDINGS OF THE FOURTH INTERNATIONAL CONFERENCE ON CIVIL AND STRUCTURAL ENGINEERING COMPUTING, VOLS 1 & 2, 1989, : 141 - 155