[1]王玉田１,２,王　燕２,等.钢框架加强型梁柱连接的抗震机理研究。[J].西安建筑科技大学学报:自然科学版,2011,43(01):31-035,080.[doi:DOI:10.15986/j.1006-7930.2011.01.021]
　,ｓｕｒｆａｃｅ　ｗａｔｅｒ　ｈｅａｔ　ｐｕｍｐ；ｌｉｆｅ　ｃｙｃｌｅ　ｔｏｔａｌ　ｃｏｓｔ；ｌｏａｄ　ｃｈａｒａｃｔｅｒｉｓｔｉｃ；ｗａｔｅｒ　ｓｕｐｐｌｙ　ｅｎｅｒｇｙ　ｃｏｎｓｕｍｐｔｉｏｎ；ｗａｔｅｒ　ｓｕｐｐｌｙ　ｔｅｍｐｅｒａｔｕｒｅ[J].J.Xi’an Univ. of Arch. & Tech.:Natural Science Edition,2011,43(01):31-035,080.[doi:DOI:10.15986/j.1006-7930.2011.01.021]
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钢框架加强型梁柱连接的抗震机理研究。()
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西安建筑科技大学学报:自然科学版[ISSN:1006-7930/CN:61-1295/TU]

卷:
43
期数:
2011年01期
页码:
31-035,080
栏目:
出版日期:
2011-02-28

文章信息/Info

Title:
ｓｕｒｆａｃｅ　ｗａｔｅｒ　ｈｅａｔ　ｐｕｍｐ；ｌｉｆｅ　ｃｙｃｌｅ　ｔｏｔａｌ　ｃｏｓｔ；ｌｏａｄ　ｃｈａｒａｃｔｅｒｉｓｔｉｃ；ｗａｔｅｒ　ｓｕｐｐｌｙ　ｅｎｅｒｇｙ　ｃｏｎｓｕｍｐｔｉｏｎ；ｗａｔｅｒ
　ｓｕｐｐｌｙ　ｔｅｍｐｅｒａｔｕｒｅ
文章编号:
１００６－７９３０（２０１１）０１－００３１－０５
作者:
王玉田１; ２; 王　燕２; 姜福香２
（１．西安建筑科技大学土木工程学院，陕西西安７１００５５；２．青岛理工大学土木工程学院，山东青岛２６６０３３）
Author(s):
ＷＡＮＧ　Ｙｏｎｇ１; ＬＡＩ　Ｄａｏ－ｘｉｎ１; ＦＡＮ　Ｗｅｉ２
(1. 710055 2. 266033) Earthquake mechanism of steel frame with reinforced beam-column connection Wang Yu-tian12 , Wang Yan (1. School of Civil Engineering, Xian University of Archtecture & Technology, Xian 7100552.School of Civil Engineering,Qingdao Technological University, Qingdao 266033China)
关键词:
钢框架; 加强型梁柱连接; 低周往复荷载试验; 塑性铰外移; 抗震机理
Keywords:
seismic mechanism;  steel moment-resisting frame;  reinforced beam-column connection;  low-cyclic reversed loading test;  plastic hinge outward relocation
分类号:
ＴＵ３７５.４
DOI:
DOI:10.15986/j.1006-7930.2011.01.021
文献标志码:
A
摘要:
钢框架结构在强烈地震荷载作用下，传统的栓焊连接（或全焊连接）节点表现出大量的脆性破坏，迫使
人们重新认识钢结构的抗震性能，并探究具有良好抗震性能的梁柱刚性连接形式．本文考虑了对梁柱连接局
部加强的方法来提高节点承载力和转移塑性铰位置的几种连接形式，通过低周反复荷载试验进行了验证．发
现这种加强型梁柱连接虽然在地震荷载作用下对承载力的提高并不明显，但可以保证有效地将塑性铰外移，
大大提高节点的延性，从而加强了节点的耗能能力，达到避免节点脆性破坏的目的．在此基础上，对加强型梁
柱连接在地震荷载作用下的内力传递、变形发展和塑性铰外移的过程进行了深入的理论分析，揭示了加强型
梁柱连接的抗震工作机理．
Abstract:
Under intense earthquake loading, brittle failure steel moment-resisting frames with traditional bolted-welded connections or full-welded connections. Then people are forced to make a new awareness of the seismic performance of steel structures. And new forms of rigid beam-column connections with good seismic behavior have to be explored. In this paper, several kinds of beam-column connections with local reinforcement are employed to improve the bearing capacity of nodes and to transfer the location of plastic hinges, which has been verified through low-cyclic reversed loading test. It is shown that, although, the increase of the bearing capacity of the reinforced beam-column connection is not obvious under seismic loading，it is sure that the plastic hinge can be effective relocated and the ductility of the node can be greatly enhanced. There, energy dissipation capability of the node can be improved, and brittle failure can be avoided in the node. Based on test results, deeply theoretical analysis of internal forces transmission, deformation development and the process of outward relocation of plastic hinge of the reinforced beam-column connections under seismic loading are carried out. Then seismic mechanism of reinforced beam-column connections is revealed

参考文献/References:

1. 王燕. 钢框架塑性铰外移新型延性节点的研究与进展.青岛理工大学学报, 2006,27(3):1-6
Wang yan. Development of the Research on New Type Ductile Connection in Steel Moment Resisting Frames. Journal of Qingdao Technological University, 2006, 27(3): 1-6, China
2. 卢小松,顾强.钢框架梁柱栓-焊混合连接极限弯矩的计算[J].西安建筑科技大学学报:自然科学版,2008,40(4):491-498
LU Xiao-song,GU Qiang. The moment capacity of welted beam to column in steel frame[J], Journal of Xi’an University of Architecture & Technology:（Natural Science Edition）. 2008,
40(4):491-498, China
3. Chi Chen-cheng,Lin Chun-Chou. Ductile moment connections used in steel column- tree moment-resisting frames. Journal of Constructional Steel Research[J], 2006, 62 (8): 793-801
4. Kim T., Whittaker A. S., Cover-Plate and Flange-Plate Steel Moment-Resisting Connections[J]. Structural Engineering, 2002. 128(4): 474-482.
5. FEMA-350, Recommended Seismic design Criteria for New Steel Moment-frame Buildings[s].
6. 陈杰,苏明周.钢结构焊接翼缘板加强式梁柱刚性连接滞回性能试验研究.建筑结构学报, 2007, 28(3): 1-7
Chen Jie, Su mingzhou. Experimental study on steel moment resistant frame connections with welded flange plates[J]. Journal of Building Structures. 2007, 28(3): 1-7, China
7. 刘占科, 苏明周, 钢结构梁端翼缘腋形扩大式刚性梁柱连接实验研究. 建筑结构学报, 2007, 28 (3) : 8-14
LIU Zhanke, SU Mingzhou, SHEN Lin. Experimental study on steel moment resistant frame connections with enlarged beam flanges welded to column[J]. Journal of Building Structures, 2007, 28 (3) : 8-14, China
8. 余海群,钱稼ＹＵ　Ｈａｉ－ｑｕｎ，ＱＩＡＮ　Ｊｉａ－ｒｕ．Ｅｘｐｅｒｉｍｅｎｔａｌ　ｓｔｕｄｙ　ｏｎ　ｆｕｌｌ－ｓｃａｌｅ　ｓｔｅｅｌ　ｂｅａｍ－ｔｏ－ｃｏｌｕｍｎ　ｍｏｍｅｎｔ　ｃｏｎｎｅｃｔｉｏｎｓ［Ｊ］．Ｊｏｕｒｎａｌ
ｏｆ　Ｂｕｉｌｄｉｎｇ　Ｓｔｒｕｃｔｕｒｅｓ，２００６，２７（６）：１８－２７．
［９］　姚谦峰，陈　平，土木工程结构试验［Ｍ］．北京：中国建筑工业出版社，２００１：２２１－２２２．
ＹＡＯ　Ｑｉａｎ－ｆｅｎｇ，ＣＨＥＮ　Ｐｉｎｇ．Ｃｉｖｉｌ　ｅｎｇｉｎｅｅｒｉｎｇ　ｓｔｒｕｃｔｕｒｅ　ｅｘｐｅｒｉｍｅｎｔ［Ｍ］．Ｂｅｉｊｉｎｇ：Ｃｈｉｎａ　ａｒｃｈｉｔｅｃｔｕｒｅ　＆ｂｕｉｌｄｉｎｇ
ｐｒｅｓｓ，２００１：２２１－２２２．茹, 足尺钢梁柱刚性连接节点抗震性能试验研究. 建筑结构学报[J], 2006. 27(6): p. 18-27.

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备注/Memo

备注/Memo:
收稿日期：２０１０－０４－１６　　修改稿日期：２０１０－１２－３１
基金项目：国家自然科学基金资助项目（５０７７８０９２）
作者简介：王玉田（１９７２－），男，河南南阳人，博士研究生，工程师，主要从事结构试验研究．
更新日期/Last Update: 2015-11-01