A non common welded beam to column connection

机译：非普通焊接梁到柱的连接

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摘要

The beam-to-column connection, BCC, of moment resisting frame MRF, is analyzed in the paper. The stress-strain state in the connection is caused by the seismic action and service loads. The welding procedure applied leads to a residual stress diagram and to the brittle constituents in the seams. This is the main cause of the damage reported to such connection. An improved beam-to-column connection is presented in the paper.

机译：本文分析了抗弯框架MRF的梁柱连接BCC。连接中的应力-应变状态是由地震作用和服务载荷引起的。所采用的焊接程序会导致残余应力图和接缝中的脆性成分。这是报告这种连接损坏的主要原因。本文提出了一种改进的梁到柱连接。

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来源
《Conference on Behaviour of Steel Structures in Seismic Areas; Jun 9-12, 2003; Naples, Italy》|2003年|p.285-291|共7页
会议地点 Naples(IT);Naples(IT)
作者
Iuliu Dimoiu;
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作者单位

The University Politehnica Timisoara, Romania;

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原文格式 PDF
正文语种 eng
中图分类建筑科学;
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1. A cumulative damage evaluation method for beam-to-column connection Part 1 Database of fully welded beam-to-column connection [J] . Nitawaki Masashi, Lee Dong-Seok, Ishida Takanori, 日本建筑学会技术报告集 . 2017,第appa期

机译：梁柱连接的累积损伤评估方法第1部分完全焊接的梁柱连接数据库
2. Numerical Analysis of Welded Flange-Bolted Web Beam to Column Connection Part 2 Introduction of numerical analytical model of WFBW connection considering bolts slip [J] . JIAO Yu, LEE Dong-Seok, YAMADA Satoshi, 日本建筑学会技术报告集 . 2018,第suppla期

机译：焊接螺栓连接腹板梁到柱连接的数值分析第2部分介绍考虑螺栓滑动的WFBW连接数值分析模型
3. Cyclic testing of beam-to-column connections with weld defects and assessment of safety of numerically modeled connections from brittle fracture [J] . Koji Azuma, Yoshiaki Kurobane, Yuji Makino Engineering Structures . 2000,第12期

机译：带有焊接缺陷的梁到柱连接的循环测试以及脆性断裂数值模拟连接的安全性评估
4. A cumulative damage evaluation method for beam-to-column connection Part 1 Database of fully welded beam-to-column connection [C] . Nitawaki Masashi, Member Lee Dong-Seok, Ishida Takanori, 日本建築学会;日本建築学会大会 . 2017

机译：梁柱连接的累积损伤评估方法第1部分完全焊接的梁柱连接数据库
5. Effect of Continuity Plate Eccentricity on the Performance of Welded Beam-to-Column Connections [D] . Norwood, Jason 2018

机译：连续板偏心度对焊接梁柱连接性能的影响
6. Stiffness Prediction of Connections between CHS Tubes and Externally Welded I-Beams: FE Analyses and Analytical Study [O] . Sabatino Di Benedetto, Massimo Latour, Gianvittorio Rizzano 2020

机译：CHS管与外部焊接I梁之间连接的刚度预测：Fe分析和分析研究
7. EXPERIMENTAL STUDY ON THE BRITTLE FRACTURE OF BEAM-TO-COLUMN WELDED CONNECTIONS IN HEAVY MEMBERS STEEL STRUCTURES : Part 2. Structural behavior of beam-to-column welded connections and effect on the fracture by strength proportion between the members [O] . MORIHISA FUJIMOTO, ATSUHIDE HASHIMOTO, TADAO NAKAGOMI, 1985

机译：重型钢结构中梁到柱焊接连接脆性断裂的实验研究：第2部分。梁 - 柱焊接连接的结构行为与构件之间强度比例骨折的影响
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

A non common welded beam to column connection

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