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Nonlinear Behaviour of Mid-rise Steel Buildings with Gate Braced Frames

机译：带闸门支撑框架中升钢建筑的非线性行为

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Esra Mete Güneyisi; Ayşegül Gültekin;
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1. Comparative seismic fragility assessment of mid-rise steel buildings with non-buckling (BRB and SMA) braced frames and self-centering energy-absorbing dual rocking core system [J] . Hu Shuling, Wang Wei Soil Dynamics and Earthquake Engineering . 2021,第Mara期

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2. Nonlinear seismic performance of Y-type self-centering steel eccentrically braced frame buildings [J] . Arshia Keivan, Yunfeng Zhang Engineering Structures . 2019,第JANa15期

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3. Technical-Economical Comparison Between Vertical Link Beam and Knee Brace Systems in Mid-Rise Steel Buildings [J] . Mahmoud Sadeghpour Journal of Applied Engineering Sciences . 2019,第1期

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4. Application of Endurance Time method in seismic assessment of mid-rise and high-rise steel moment and braced frames [C] . M.A. Hariri Ardebili, Y. Zarringhalam, M. Yahyai International Conference on Behaviour of Steel Structures in Seismic Areas . 2012

机译：耐久性时间方法在中升和高层钢矩和支架框架地震评估中的应用
5. Response Modification Factor for Inelastic Design of Low-Rise Steel Concentrically Inverted-V Braced Frame Buildings Subjected to Extreme Wind Loads [D] . ?Jacobs, Josef K 2020

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6. An Experimental Study on the Shear Hysteresis and Energy Dissipation of the Steel Frame with a Trapezoidal-Corrugated Steel Plate [O] . Sudeok Shon, Mina Yoo, Seungjae Lee 2017

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7. Structural Behaviour of Steel Building with Diagonal and Chevron Braced CBF (Concentrically Braced Frames) by Pushover Analysis [O] . Yakni Idris, Nico Octavianus 2017

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Nonlinear Behaviour of Mid-rise Steel Buildings with Gate Braced Frames

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