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Formulation for second-order inelastic analysis of steel frames including shear deformation effect

机译：用于钢框架二阶缺陷分析的配方，包括剪切变形效果

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Renata Gomes Lanna da Silva; Armando Cesar Campos Lavall; Rodrigo Sernizon Costa; Harley Francisco Viana;
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1. Formulation for second-order inelastic analysis of steel frames including shear deformation effect [J] . Lanna da Silva Renata Gomes, Campos Lavall Armando Cesar, Costa Rodrigo Sernizon, Journal of Constructional Steel Research . 2018,第DECa期

机译：钢框架二阶非弹性分析的公式，包括剪切变形效应
2. An approximate method for lateral stability analysis of wall-frame buildings including shear deformations of walls [J] . Kanat Burak Bozdogan, Duygu Ozturk Sadhana . 2010,第3期

机译：墙体建筑物横向稳定性的近似方法，包括墙体的剪切变形
3. An approximate method for lateral stability analysis of wall-frame buildings including shear deformations of walls [J] . KANAT BURAK BOZDOGAN, DUYGU OZTURK Sadhana: Academy Proceedings in Engineering Science . 2010,第3期

机译：墙体建筑物横向稳定性分析的近似方法，包括墙体的剪力变形
4. Variational formulations in nonlinear frame analysis including shear deformation [C] . J. Petrolito, K.A. Legge, Taylor amp, Australasian Conference on the Mechanics of Structures and Materials . 2007

机译：非线性帧分析中的变分制剂，包括剪切变形
5. Second-order inelastic and modified elastic analysis and design evaluation of planar steel frames. [D] . Maleck, Andrea Eden. 2001

机译：平面钢框架的二阶非弹性和修正弹性分析与设计评估。
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

机译：梯形波纹钢板对钢框架的剪切滞后和耗能的实验研究
7. ELASTIC ANALYSIS OF FRAMED SHEAR WALLS BY CONSIDERING SHEARING DEFORMATION OF THE BEAMS AND COLUMNS OF THEIR BOUNDARY FRAMES PART I : Shearing Deformation of the Beams and Columns of the Frames [O] . MASAHIDE TOMII, HISAHIRO HIRAISHI 1978

机译：通过考虑其边界框架的横梁和柱的剪切变形来弹性分析框架剪切墙I：框架的横梁和框架柱的剪切变形
8. Simulating the Inelastic Seismic Behavior of Steel Braced Frames Including the Effects of Low-Cycle Fatigue [R] . Huang, Y., Mahin, S. A. 2010

机译：模拟钢支撑框架的非弹性抗震性能，包括低周疲劳的影响

Formulation for second-order inelastic analysis of steel frames including shear deformation effect

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