STEEL MOMENT FRAME CONNECTIONS THAT ACHIEVE DUCTILE PERFORMANCE

机译：达到延展性能的钢制弯矩框架连接

获取原文

获取原文并翻译 | 示例

页面导航

摘要
著录项
相似文献
相关主题

摘要

An extensive research program was conducted at the ATLSS Center, Lehigh University, to investigate the causes of brittle failures observed in welded connections during the 1994 Northridge earthquake and ways to improve their ductility. Tests on pre-Northridge connection details verified several weak links in the connection design and fabrication. Full-scale connection tests were carried out to develop improved details for welded unreinforced connections. These test results are presented, along with recommendations to insure ductile connection performance.

机译：在利哈伊大学ATLSS中心进行了广泛的研究计划，以调查在1994年Northridge地震期间在焊接连接中发现的脆性破坏的原因以及提高其延性的方法。对Northridge之前的连接细节的测试验证了连接设计和制造中的几个薄弱环节。进行了全面的连接测试，以开发出改进的焊接无筋连接细节。介绍了这些测试结果以及确保延展性连接性能的建议。

著录项

来源
《International Conference on Advances in Building Technology Vol.1, Dec 4-6, 2002, Hong Kong, China》|2002年|p.415-422|共8页
会议地点 Hong Kong(CN);Hong Kong(CN)
作者
John W. Fisher; J.M. Rides; Le-Wu Lu; C. Mao; Eric J. Kaufmann;
展开▼
作者单位

ATLSS Engineering Research Center, Lehigh University, 117 ATLSS Drive, Bethlehem, PA 18015-4729, USA;

展开▼
会议组织
原文格式 PDF
正文语种 eng
中图分类建筑科学;
关键词
continuity plates; ductility; fracture; inelastic rotation; notch toughness; panel zone; weld access hole; welded moment connection;

机译：连续性板;延展性;断裂;无弹性旋转;缺口韧性;面板区域;焊接通道;焊接力矩连接;

相似文献

外文文献
中文文献
专利

1. Effect of Base-Connection Strength and Ductility on the Seismic Performance of Steel Moment-Resisting Frames [J] . Falborski Tomasz, Torres-Rodas Pablo, Zareian Farzin, Journal of structural engineering . 2020,第5期

机译：基部连接强度和延性对抗弯钢框架抗震性能的影响
2. Ductile moment connections used in steel column-tree moment-resisting frames [J] . C.-C. CHEN, C.-C. LIN, C.-H. LIN Journal of Constructional Steel Research . 2006,第8期

机译：钢柱-树抗弯框架中使用的延性力矩连接
3. Effects of ductility and connection design on seismic responses of base-isolated steel moment-resisting frames [J] . Shakouri Ayoub, Amiri Gholamreza Ghodrati, Salehi Mohammad Soil Dynamics and Earthquake Engineering . 2021,第Apra期

机译：延展性和连接设计对底座隔离钢力矩抗框架抗震反应的影响
4. STEEL MOMENT FRAME CONNECTIONS THAT ACHIEVE DUCTILE PERFORMANCE [C] . John W. Fisher, J.M. Rides, Le-Wu Lu, International conference on advances in building technology . 2002

机译：钢矩框架连接，实现延性性能
5. Predicted Seismic Performance of Steel Special Moment Frame Buildings that Utilize Simpson Strong-Tie® Strong-Frame® Moment Connections [D] . Aryal, Roshani 2019

机译：利用SimpsonStrong-Tie®Strong-Frame®力矩连接的钢制特殊力矩框架建筑物的预测抗震性能
6. Seismic Response of 3D Steel Buildings considering the Effect of PR Connections and Gravity Frames [O] . Alfredo Reyes-Salazar, Edén Bojórquez, Achintya Haldar, -1

机译：考虑PR连接和重力框架影响的3D钢结构建筑物的地震响应
7. EFFECTS OF CONCRETE SLAB ON THE DUCTILITY, STRENGTH AND STIFFNESS OF STEEL MOMENT FRAMES WITH REDUCED BEAM SECTION CONNECTIONS [O] . Poudel Sanchit 2015

机译：混凝土板对减小梁截面连接的钢矩框架的延性，强度和刚度的影响

STEEL MOMENT FRAME CONNECTIONS THAT ACHIEVE DUCTILE PERFORMANCE

摘要

著录项

相似文献

相关主题

期刊订阅