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DUCTILITY AND SHEAR RESISTING MECHANISM OF EXPOSED-TYPE COLUMN BASE WITH TUBULAR DAMPERS IN STEEL MOMENT FRAMES

机译：钢力矩框架管状阻尼器凝固柱底座延展性和剪切抗性机理

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Seiji MUKAIDE; Yukitaka HAMADA; Keita UEMATSU; Ryousuke MURAOKA; Tsuyoshi HAGINO; Toru WATANABE;
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1. Ductile moment connections used in steel column-tree moment-resisting frames [J] . C.-C. CHEN, C.-C. LIN, C.-H. LIN Journal of Constructional Steel Research . 2006,第8期

机译：钢柱-树抗弯框架中使用的延性力矩连接
2. Assessment of capacity design of columns in steel moment resisting frames with viscous dampers [J] . Karavasilis Theodore L. Soil Dynamics and Earthquake Engineering . 2016,第Sepa期

机译：带有阻尼器的钢制抗弯框架中柱的承载力设计评估
3. Assessment of capacity design of columns in steel moment resisting frames with viscous dampers [J] . Karavasilis Theodore L. Soil Dynamics and Earthquake Engineering . 2016,第sepa期

机译：带有阻尼器的钢制抗弯框架中柱的承载力设计评估
4. HINGE MECHANISM OF MOMENT RESISTING STEEL FRAME USINGBOLTED FRICTIONAL SLIPPING DAMPER [C] . Tomokazu YOSHIOKA, Masamichi OHKUBO World conference on earthquake engineering;WCEE . 2004

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5. Seismic Performance of Steel Moment Frame Office Buildings with Square Concrete-filled Steel Tube Columns in the Gravity Framing as a Secondary Lateral Force Resisting System [D] . Pakwan, Nipun. 2018

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6. The Lightweight Design of a Seismic Low-Yield-Strength Steel Shear Panel Damper [O] . Chaofeng Zhang, Jiajia Zhu, Meiping Wu, 2016

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7. COMPRESSIVE STRENGTH AND STRESS TRANSFERRING MECHANISM OF JOINT BETWEEN STEEL AND RC COLUMNS FOR STEEL MOMENT RESISTING FRAMES WITH NEW COLUMN SUPPORT SYSTEM [O] . Yoshihiro KIMURA, Sachi FURUKAWA, Katsunori KANEDA, 2015

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8. Performance and Reliability of Exposed Column Base Plate Connections for Steel Moment-Resisting Frames [R] . Aviram, A., Stojadinovic, B., Der Kiureghian, A. 2010

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DUCTILITY AND SHEAR RESISTING MECHANISM OF EXPOSED-TYPE COLUMN BASE WITH TUBULAR DAMPERS IN STEEL MOMENT FRAMES

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