Discussion of 'Making use of brace overstrength to improve the seismic response of multistorey split-X concentrically braced steel frames'

Redwood Richard; Paultre Patrick

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Discussion of 'Making use of brace overstrength to improve the seismic response of multistorey split-X concentrically braced steel frames'

机译：讨论“利用支撑的超强度来改善多层剖分X形同心支撑的钢框架的地震响应”

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《Canadian Journal of Civil Engineering》 |2007年第5期|p.686-687|共2页
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Redwood Richard; Paultre Patrick;
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1. Discussion of "Making use of brace overstrength to improve the seismic response of multistorey split-X concentrically braced steel frames"~1 [J] . Richard Redwood, Richard Redwood, Patrick Paultre Canadian Journal of Civil Engineering . 2007,第5期

机译：关于“利用撑杆超强度来改善多层剖分X型同心支撑钢框架的地震响应”的讨论〜1
2. Reply to the discussion by Richard Redwood and Patrick Paultre on "Making use of brace overstrength to improve the seismic response of multistorey split-X concentrically braced steel frames"~1 [J] . Martin Lacerte, Robert Tremblay Canadian Journal of Civil Engineering . 2007,第5期

机译：回复理查德·雷德伍德和帕特里克·保尔特关于“利用支撑的超强度来改善多层剖分X型同心支撑钢框架的地震响应”的讨论〜1
3. Reply to the discussion by Richard Redwood and Patrick Paultre on "Making use of brace overstrength to improve the seismic response of multistorey split-X concentrically braced steel frames" [J] . Lacerte Martin, Tremblay Robert Canadian Journal of Civil Engineering . 2007,第5期

机译：回复理查德·雷德伍德和帕特里克·保尔特关于“利用撑杆超强度来改善多层剖分X型同心支撑钢框架的地震响应”的讨论。
4. Influence of brace slenderness on the seismic response of concentrically braced steel frames [C] . R.Tremblay Third International Conference on Behaviour of Steel Structures in Seismic Areas STESSA 2000, Aug 21-24, 2000, Montreal, Canada . 2000

机译：支撑细长度对同心支撑钢框架地震响应的影响
5. Seismic Resilience Study of Steel Concentrically Braced Frame Structure with Dual Viscous and Metallic Hysteretic Damper [D] . Xu, Jianshu . 2019

机译：双粘性和金属滞后阻尼器钢同心支撑框架结构的地震弹性研究
6. The effectivity of the new improved Maastricht brace compared with the Boston brace [O] . J Hermus, M Hulsbosch, C Arts, 2012

机译：与波士顿支撑相比新型改良的马斯特里赫特支撑的有效性
7. A preliminary assessment of slenderness and overstrength homogeneity criteria used in the design of concentrically braced steel frames in moderate seismicity [O] . Kanyilmaz Alper, Castiglioni Carlo A., Degèe Hervé, 2015

机译：对中等抗震度的同心支撑钢框架设计中细长和超强度均质性标准的初步评估

Discussion of 'Making use of brace overstrength to improve the seismic response of multistorey split-X concentrically braced steel frames'

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