BRBM Frames: An Improved Approach to Seismic-Resistant Design Using Bucking-Restrained Braces

被引:0
|
作者
Panian, Leo [1 ]
Bucci, Nick [1 ]
Janhunen, Bill [1 ]
机构
[1] Tipping Struct Engineers, 1906 Shattuck Ave, Berkeley, CA 94704 USA
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暂无
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Buckling-restrained braces (BRBs) are an important addition to the structural engineer's seismic design toolkit and are in widespread use in high seismic regions throughout the United States. Recently, designers and researchers have begun considering alternative bracing configurations to capture the benefits provided by BRBs in a fundamentally different way. The buckling-restrained braced mast (BRBM) frame is one such alternative configuration. The BRBM frame consists of yielding BRBs in series with a stiff elastic wide-flange mast frame that is able to pivot about its base. This mast redistributes brace forces between stories, fundamentally changing the kinematics of the system, producing a more uniform distribution of interstory drift, and eliminating the possibility of inelastic weak-story mechanisms. The BRBM system inherently provides for increased redundancy, reducing the number of frames required and providing enhanced seismic performance and better architectural compatibility at a lower cost than conventional brace-frame systems.
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页码:632 / 643
页数:12
相关论文
共 36 条
  • [1] BRBM Frames: An Improved Approach to Seismic-Resistant Design Using Buckling-Restrained Braces
    Panian, Leo
    Bucci, Nick
    Tipping, Steven
    [J]. STRUCTURES CONGRESS 2017: BUILDINGS AND SPECIAL STRUCTURES, 2017, : 60 - 71
  • [2] Analysis of Seismic Vibration Reduction of Latticed Shell with Bucking-Restrained Braces
    Yin, Zhan Zhong
    Wang, Xiu Li
    [J]. ADVANCES IN MECHANICAL DESIGN, PTS 1 AND 2, 2011, 199-200 : 1343 - 1347
  • [3] Experimental study on seismic behavior of assembly CFST composite frames with bucking restrained braces
    Wang, Bo
    Wang, Jingfeng
    Sun, Zheng
    Zhao, Chunfeng
    Pan, Xuebei
    [J]. Tumu Gongcheng Xuebao/China Civil Engineering Journal, 2018, 51 (06): : 14 - 22
  • [4] DESIGN OF SEISMIC-RESISTANT FRICTION-BRACED FRAMES
    AUSTIN, MA
    PISTER, KS
    [J]. JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 1985, 111 (12): : 2751 - 2769
  • [5] Performance based design of seismic-resistant MR-frames
    Mazzolani, FM
    Montuori, R
    Piluso, V
    [J]. BEHAVIOUR OF STEEL STRUCTURES IN SEISMIC AREAS, 2000, : 611 - 618
  • [6] OPTIMUM SEISMIC-RESISTANT DESIGN OF R-C FRAMES
    ZAGAJESKI, SW
    BERTERO, VV
    [J]. JOURNAL OF THE STRUCTURAL DIVISION-ASCE, 1979, 105 (05): : 829 - 845
  • [7] DESIGN OF SEISMIC-RESISTANT FRICTION-BRACED FRAMES - CLOSURE
    AUSTIN, MA
    PISTER, KS
    [J]. JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 1987, 113 (07): : 1631 - 1632
  • [8] DESIGN OF SEISMIC-RESISTANT FRICTION-BRACED FRAMES - DISCUSSION
    PALL, AS
    [J]. JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 1987, 113 (07): : 1630 - 1631
  • [9] Seismic retrofit design method for RC buildings using buckling-restrained braces and steel frames
    Sutcu, Fatih
    Takeuchi, Toru
    Matsui, Ryota
    [J]. JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2014, 101 : 304 - 313
  • [10] Direct Displacement-based Seismic Design of Glulam Frames with Buckling Restrained Braces
    Dong, Wenchen
    Li, Minghao
    Sullivan, Timothy
    MacRae, Gregory
    Lee, Chin-Long
    Chang, Theodore
    [J]. JOURNAL OF EARTHQUAKE ENGINEERING, 2023, 27 (08) : 2166 - 2197