首页> 外文OA文献 >IMPROVEMENT OF BEARING FAILURE BEHAVIOR OF T-SHAPED S BEAM – RC COLUMN JOINTS USING PERFOBOND PLATE CONNECTORS

【2h】

IMPROVEMENT OF BEARING FAILURE BEHAVIOR OF T-SHAPED S BEAM – RC COLUMN JOINTS USING PERFOBOND PLATE CONNECTORS

机译：采用Perfobond板连接器的T形梁柱柱关节轴承故障行为的提高

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
Mikihito Yoshida; Yasushi Nishimura;
展开▼
作者单位

展开▼
年度 2018
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. Seismic performance of end-plate connections between T-shaped CFST columns and RC beams [J] . Peng Zhong, Dai Shao-Bin, Pi Yong-Lin, Journal of Constructional Steel Research . 2018,第JUNa期

机译：T形CFST柱与RC梁之间的端板连接抗震性能
2. Experimental study on seismic behavior of prefabricated RC frame joints with T-shaped columns [J] . Wang Xin, Li Ling-zhi, Deng Bo-yu, Engineering Structures . 2021,第Apra15期

机译：采用T形柱预制RC框架接头抗震性能的实验研究
3. Cyclic Behavior of Reinforced concrete Eccentric Beam- column corner Joints connecting Spread-Ended Beams [J] . Cheng-Cheng Chen, Gwang-Kai Chen ACI Structural Journal . 1999,第3期

机译：钢筋混凝土偏心梁-柱角节点与扩径梁连接的循环特性
4. EXPERIMENTAL STUDY ON THE FAILURE BEHAVIOR OF RC EXTERIOR BEAM-COLUMN JOINT AT TOP FLOOR [C] . World conference on earthquake engineering . 2004

机译：顶层RC外梁柱关节故障行为的实验研究
5. Debonding failures in RC beams and slabs strengthened with FRP plates. [D] . Yao, Jian. 2004

机译：FRP板加强了RC梁和平板的脱胶失败。
6. Axial Compressive Behaviour of Square Through-Beam Joints between CFST Columns and RC Beams with Multi-Layers of Steel Meshes [O] . Weining Duan, Jian Cai, Xu-Lin Tang, 2020

机译：多层钢网CFST柱与RC梁之间的矩形直通节点的轴向压缩行为
7. BEARING FAILURE AND STRENGTH MODEL OF, BEAM-COLUMN JOINTS BETWEEN STEEL BEAMS AND REINFORCED CONCRETE COLUMNS [O] . Ryoichi KANNO 2003

机译：钢梁与钢筋混凝土柱梁柱接头的轴承故障与强度模型

IMPROVEMENT OF BEARING FAILURE BEHAVIOR OF T-SHAPED S BEAM – RC COLUMN JOINTS USING PERFOBOND PLATE CONNECTORS

著录项

引文网络

相似文献

相关主题

期刊订阅