首页> 外文OA文献 >EXTENDED KANI METHOD FOR CUBICAL BRACED RIGID FRAME IN CONSIDERATION OF AXIAL DISTORTION OF COLUMNS, SHEAR DEFORMATION OF JOINT-PANELS, TORSIONAL AND SHEAR EFFECTS OF MEMBERS

【2h】

EXTENDED KANI METHOD FOR CUBICAL BRACED RIGID FRAME IN CONSIDERATION OF AXIAL DISTORTION OF COLUMNS, SHEAR DEFORMATION OF JOINT-PANELS, TORSIONAL AND SHEAR EFFECTS OF MEMBERS

机译：考虑柱轴向畸变的立方支撑刚架的扩展KANI方法，接头板的剪切变形，构件的扭转和剪切效应

代理获取

本网站仅为用户提供外文OA文献查询和代理获取服务，本网站没有原文。下单后我们将采用程序或人工为您竭诚获取高质量的原文，但由于OA文献来源多样且变更频繁，仍可能出现获取不到、文献不完整或与标题不符等情况，如果获取不到我们将提供退款服务。请知悉。

页面导航

著录项
引文网络
相似文献
相关主题

著录项

作者
MINORU TOMIZAWA; EIJI TATSUMMI;
展开▼
作者单位

展开▼
年度 1972
总页数
原文格式 PDF
正文语种
中图分类

相似文献

外文文献
中文文献
专利

1. Large-deflection and postbuckling of beam-columns with non-linear semi-rigid connections including shear and axial effects [J] . Giraldo-Londono Oliver, Sebastian Monsalve-Giraldo J., Dario Aristizabal-Ochoa J. International journal of non-linear mechanics . 2015,第DECa期

机译：具有非线性半刚性连接的梁柱的大挠度和后屈曲，包括剪切效应和轴向效应
2. Large deflection and postbuckling behavior of Timoshenko beam-columns with semi-rigid connections including shear and axial effects [J] . J. Dario Aristizabal-Ochoa Engineering Structures . 2007,第6期

机译：带有剪切和轴向作用的半刚性连接的Timoshenko梁柱的大挠度和后屈曲特性
3. Consistent matrices for steel framed structures with semi-rigid connections accounting for shear deformation and rotary inertia effects [J] . Ozel Halil Firat, Saritas Afsin, Tasbahji Tayseer Engineering Structures . 2017,第APRa15期

机译：半刚性连接的钢框架结构的一致矩阵考虑了剪切变形和旋转惯性效应
4. A Three-Dimensional Beam including Torsional Warping and Shear Deformation Effects arising from Shear Forces and Secondary Torsional Moments [C] . V.G. Mokos, E.J. Sapountzakis Proceedings of the Thirteenth international conference on civil, structural and environmental engineering computing . 2011

机译：三维梁，包括剪力和次级扭转力矩引起的扭转翘曲和剪切变形效应
5. BUCKLING OF BEAMS AND COLUMNS BRACED BY SHEAR-RIGID DIAPHRAGMS [D] . ERRERA, SAMUEL JOSEPH. 1965

机译：受剪切力影响的梁和柱的屈曲
6. 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
7. Design Considerations for Shear Links in Eccentrically Braced Frames [R] . Malley, J. O. , Popov, E. P. 1983

机译：偏心支撑框架中剪切链节的设计考虑

EXTENDED KANI METHOD FOR CUBICAL BRACED RIGID FRAME IN CONSIDERATION OF AXIAL DISTORTION OF COLUMNS, SHEAR DEFORMATION OF JOINT-PANELS, TORSIONAL AND SHEAR EFFECTS OF MEMBERS

著录项

引文网络

相似文献

相关主题

期刊订阅