首页> 外文OA文献 >The Role of the Joint Panel Shear Deformation in Beam-to-Column Connections Part 1: Results of the Experimental Test Program

【2h】

The Role of the Joint Panel Shear Deformation in Beam-to-Column Connections Part 1: Results of the Experimental Test Program

机译：面板剪切变形在梁到柱连接中的作用第1部分：实验测试程序的结果

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
Rahiminia Faramarz; Namba Hisashi;
展开▼
作者单位

展开▼
年度 2012
总页数
原文格式 PDF
正文语种 eng
中图分类

相似文献

外文文献
中文文献
专利

1. Experimental study of steel beam-to-column connections with bolted joints where the dissipative zone is the panel zone [J] . Sato Atsushi, Koyama Yohei, Idota Hideki, Steel construction . 2020,第1期

机译：钢梁与螺栓接头柱柱连接的实验研究，耗散区是面板区
2. Inelastic Force-Deformation Response of Joint Shear Panels in Beam-Column Moment Connections to Concrete-Filled Tubes [J] . Isao Nishiyama, Toshiaki Fujimoto, Toshiyuki Fukumoto Journal of structural engineering . 2004,第2期

机译：梁柱矩连接到混凝土灌装管中的联合剪力板的非弹性力-变形响应
3. Tilting plane tests for the ultimate shear capacity evaluation of perforated dry joint masonry panels. Part Ⅰ: Experimental tests [J] . Grillanda N., Milani G., Chiozzi A., Engineering Structures . 2021,第Jula1期

机译：倾斜平面试验，用于穿孔干砌体面板的极限剪切容量评价。第Ⅰ部分：实验测试
4. Effects of joint panel shear deformation on elasto-platic behavior of the beam-to-column connection, Part 2: Numerical study on the global behavior [C] . Faramarz Rahiminia, Takuma Hori, Hisashi Namba 日本建築学会大会;日本建築学会 . 2011

机译：节理板剪切变形对梁-柱连接的弹力板行为的影响，第2部分：整体行为的数值研究
5. Behaviour of horizontal connections for precast concrete load-bearing shear wall panels subjected to large reversed cyclic deformations [D] . Soudki, Khaled A. 1994

机译：预制混凝土承重剪力墙板的水平连接行为承受大的反向循环变形
6. Post-FSW Cold-Rolling Simulation of ECAP Shear Deformation and Its Microstructure Role Combined to Annealing in a FSWed AA5754 Plate Joint [O] . Marcello Cabibbo, Chiara Paoletti, Mohamed Ghat, 2019

机译：FSWed AA5754板接头的ECAP剪切变形的FSW后冷轧模拟及其微观结构与退火的组合
7. The Role of the Joint Panel Shear Deformation in Beam-to-Column Connections Part 2 : Numerical Analysis on Stress and Strain of Hot Spots [O] . Rahiminia Faramarz, Namba Hisashi 2013

机译：板-梁连接中面板剪力变形的作用第二部分：热点应力和应变的数值分析
8. Two Beam-to-Column Web Connections. Alternative Designs and Tests of Two Beam-to-Column Web Seismic Moment Connections [R] . Tsai, K. C. , Popov, E. P. 1986

机译：两个梁到列Web连接。两种梁柱间距地震力矩连接的替代设计和试验

The Role of the Joint Panel Shear Deformation in Beam-to-Column Connections Part 1: Results of the Experimental Test Program

著录项

引文网络

相似文献

相关主题

期刊订阅