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ELASTIC ANALYSIS OF FRAMED SHEAR WALLS BY CONSIDERING SHEARING DEFORMATION OF THE BEAMS AND COLUMNS OF THEIR BOUNDARY FRAMES PART II : General Analysis of One-story Single-span Shear Walls

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第二部分：一层单跨剪力墙的一般分析

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MASAHIDE TOMII; HISAHIRO HIRAISHI;
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年度 1978
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1. 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
2. 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
3. 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分析的近似方法，包括墙体的剪力变形
4. Analysis on Interruption and Plane Layout of Shear Wall for Frame-Shear Wall Structure with Top Fault Shear Wall [C] . Qin Li, Xu Ang, Du Qi-shou International Conference on Information Management, Innovation Management and Industrial Engineering;ICIII 2009 . 2009

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5. A MACRO FINITE-ELEMENT APPROACH FOR THE NONLINEAR ANALYSIS OF REINFORCED CONCRETE FRAMES, SHEAR WALLS, AND FRAME-WALL SYSTEMS (STRUCTURE, COMPUTER-GRAPHICS, SUBPARAMETRIC) [D] . SABOUNI, ABDUL-RAHIM. 1986

机译：钢筋混凝土框架，剪力墙和框架墙系统（结构，计算机图形，子参数）非线性分析的宏有限元方法
6. Analysis of the Shear Behavior of Stubby Y-Type Perfobond Rib Shear Connectors for a Composite Frame Structure [O] . Sang-Hyo Kim, Kun-Soo Kim, Do-Hoon Lee, 2017

机译：复合框架结构的Stubby Y型Perfobond肋式剪切连接器的剪切行为分析
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

ELASTIC ANALYSIS OF FRAMED SHEAR WALLS BY CONSIDERING SHEARING DEFORMATION OF THE BEAMS AND COLUMNS OF THEIR BOUNDARY FRAMES PART II : General Analysis of One-story Single-span Shear Walls

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