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Frontiers of Structural and Civil Engineering

ISSN 2095-2430

ISSN 2095-2449(Online)

CN 10-1023/X

邮发代号 80-968

2019 Impact Factor: 1.68

Frontiers of Architecture and Civil Engineering in China  2008, Vol. 2 Issue (4): 295-301   https://doi.org/10.1007/s11709-008-0049-z
  本期目录
Tests on impact effect of partial fracture at steel frame connections
Tests on impact effect of partial fracture at steel frame connections
CHEN Yiyi1, BIAN Ruoning2
1.College of Civil Engineering, Tongji University;State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University; 2.College of Civil Engineering, Tongji University
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Abstract:Impact effect of sudden fracture at steel frame connections under severe earthquake or other extreme loads is presented in this paper. The relation of impulse caused by structural fracture to the release of inner force at the cracked location, the magnitude of the response to impact on the basis of one degree of freedom model, and the ratio of the peak value of response to natural period of the system are investigated. Two types of fracture tests were designed and carried out both on uniaxial steel bar tensioned and moment resistant steel frame model. It is proven that the response during the fracture process can be measured quite well using high-frequency data processing system. It is also revealed that the instant fracture of structural connection is characterized by progressive and partial fracture. Numerical evaluation of the impact effect of connection fracture is carried out.
出版日期: 2008-12-05
 引用本文:   
. Tests on impact effect of partial fracture at steel frame connections[J]. Frontiers of Architecture and Civil Engineering in China, 2008, 2(4): 295-301.
CHEN Yiyi, BIAN Ruoning. Tests on impact effect of partial fracture at steel frame connections. Front. Struct. Civ. Eng., 2008, 2(4): 295-301.
 链接本文:  
https://academic.hep.com.cn/fsce/CN/10.1007/s11709-008-0049-z
https://academic.hep.com.cn/fsce/CN/Y2008/V2/I4/295
1 Building ResearchInstitute Ministry of Construction. . A Survey Report for BuildingDamages Due to The 1995 Hyogo-Ken Nanbu Earthquake. Tokyo: Building Research InstituteMinistry of Construction, 1996
Building ResearchInstitute Ministry of Construction. A Survey Report for BuildingDamages Due to The 1995 Hyogo-Ken Nanbu Earthquake. Tokyo, Building Research Institute Ministry of Construction, 1996
Building ResearchInstitute Ministry of Construction. A Survey Report for BuildingDamages Due to The 1995 Hyogo-Ken Nanbu Earthquake. Tokyo, Building Research Institute Ministry of Construction, 1996
2 Mahin S A . Lessons from damage to steel buildings during the Northridge earthquake. Engineering Structures, 1998, 20: 261–270.
doi:10.1016/S0141-0296(97)00032-1
Mahin S A. Lessons from damage to steel buildings during the Northridge earthquake. Engineering Structures, 1998, 20: : 261-270
doi: 10.1016/S0141-0296(97)00032-1
Mahin S A. Lessons from damage to steel buildings during the Northridge earthquake. Engineering Structures, 1998, 20: : 261-270
doi: 10.1016/S0141-0296(97)00032-1
3 Roeder C W . Experimental results for seismic resistant steel moment frame connections. Journal of Structural Engineering, 1996, 122(6): 581–588.
doi:10.1061/(ASCE)0733-9445(1996)122:6(581)
Roeder C W. Experimental results for seismic resistant steel moment frame connections. Journal of Structural Engineering, 1996, 122(6): 581-588
doi: 10.1061/(ASCE)0733-9445(1996)122:6(581)
Roeder C W. Experimental results for seismic resistant steel moment frame connections. Journal of Structural Engineering, 1996, 122(6): 581-588
doi: 10.1061/(ASCE)0733-9445(1996)122:6(581)
4 Tide R H R . Stability of weld metal subjected to cyclic static and seismic loading. Engineering Structures, 1998, 20: 562–569.
doi:10.1016/S0141-0296(97)00094-1
Tide R H R. Stability of weld metal subjected to cyclic static and seismic loading. Engineering Structures, 1998, 20: : 562-569
doi: 10.1016/S0141-0296(97)00094-1
Tide R H R. Stability of weld metal subjected to cyclic static and seismic loading. Engineering Structures, 1998, 20: : 562-569
doi: 10.1016/S0141-0296(97)00094-1
5 Popov E P, Yang T S, Chang S P . Design of steel MRF connections before and after 1994Northridge earthquake. Engineering Structures, 1998, 20: 1030–1038.
doi:10.1016/S0141-0296(97)00200-9
Popov E P, Yang T S, Chang S P. Design of steel MRF connections before and after 1994Northridge earthquake. Engineering Structures, 1998, 20: : 1030-1038
doi: 10.1016/S0141-0296(97)00200-9
Popov E P, Yang T S, Chang S P. Design of steel MRF connections before and after 1994Northridge earthquake. Engineering Structures, 1998, 20: : 1030-1038
doi: 10.1016/S0141-0296(97)00200-9
6 Chi B, Uang C M . Cyclic response and designrecommendations of reduced beam section moment connections with deepcolumns. Journal of Structural Engineering, 2002, 128 (4): 464–473.
doi:10.1061/(ASCE)0733-9445(2002)128:4(464)
Chi B, Uang C M. Cyclic response and designrecommendations of reduced beam section moment connections with deepcolumns. Journal of Structural Engineering, 2002, 128:
Chi B, Uang C M. Cyclic response and designrecommendations of reduced beam section moment connections with deepcolumns. Journal of Structural Engineering, 2002, 128:
7 Espiga F . Ductilityassessment methods and safety evaluation based on rotation capacityapproach. Journal of Constructional SteelResearch, 1998, 46(1–3): 446–447.
doi:10.1016/S0143-974X(98)00143-6
Espiga F. Ductilityassessment methods and safety evaluation based on rotation capacityapproach. Journal of Constructional SteelResearch, 1998, 46(1–3): 446-447
doi: 10.1016/S0143-974X(98)00143-6
Espiga F. Ductilityassessment methods and safety evaluation based on rotation capacityapproach. Journal of Constructional SteelResearch, 1998, 46(1–3): 446-447
doi: 10.1016/S0143-974X(98)00143-6
8 Bertero R D, Bertero V V . Redundancy in earthquake-resistantdesign. Journal of Structural Engineering, 1999, 125(1): 81–88.
doi:10.1061/(ASCE)0733-9445(1999)125:1(81)
Bertero R D, Bertero V V. Redundancy in earthquake-resistantdesign. Journal of Structural Engineering, 1999, 125(1): 81-88
doi: 10.1061/(ASCE)0733-9445(1999)125:1(81)
Bertero R D, Bertero V V. Redundancy in earthquake-resistantdesign. Journal of Structural Engineering, 1999, 125(1): 81-88
doi: 10.1061/(ASCE)0733-9445(1999)125:1(81)
9 Husain M, Tsopelas P . Measures of structural redundancyin reinforced concrete buildings. I: redundancy indices.Journal of Structural Engineering, 2004, 130(11): 1651–1658.
doi:10.1061/(ASCE)0733-9445(2004)130:11(1651)
Husain M, Tsopelas P. Measures of structural redundancyin reinforced concrete buildings. I: redundancy indices.. Journal of Structural Engineering, 2004, 130(11): 1651-1658
doi: 10.1061/(ASCE)0733-9445(2004)130:11(1651)
Husain M, Tsopelas P. Measures of structural redundancyin reinforced concrete buildings. I: redundancy indices.. Journal of Structural Engineering, 2004, 130(11): 1651-1658
doi: 10.1061/(ASCE)0733-9445(2004)130:11(1651)
10 Memari A M, Harris H G, Hamid Ahmad A . Ductility evaluation for typical existing R/C bridgecolumns in the eastern USA. EngineeringStructures, 2005, 27: 203–212.
doi:10.1016/j.engstruct.2004.09.011
Memari A M, Harris H G, Hamid Ahmad A. Ductility evaluation for typical existing R/C bridgecolumns in the eastern USA. Engineering Structures, 2005, 27: : 203-212
doi: 10.1016/j.engstruct.2004.09.011
Memari A M, Harris H G, Hamid Ahmad A. Ductility evaluation for typical existing R/C bridgecolumns in the eastern USA. Engineering Structures, 2005, 27: : 203-212
doi: 10.1016/j.engstruct.2004.09.011
11 Chen Yiyi, Jiang Zhaolong, Shen Zhuyan . Research comment on steel structure cracking and theconcept of damage control design. Journalof Tongji University (Natural Science), 1999, 27(5): 587–591 (in Chinese)
Chen Yiyi, Jiang Zhaolong, Shen Zhuyan. Research comment on steel structure cracking and the concept of damage control design. Journalof Tongji University (Natural Science), 1999, 27(5): 587-591 (in Chinese)
Chen Yiyi, Jiang Zhaolong, Shen Zhuyan. Research comment on steel structure cracking and the concept of damage control design. Journalof Tongji University (Natural Science), 1999, 27(5): 587-591 (in Chinese)
12 Liu Yongming, Chen Yiyi, Chen Yangji . Hysterical model of steel frame connection consideringpartial fracture. Journal of Tongji University(Natural Science), 2003, 31(5): 525–529 (in Chinese)
Liu Yongming, Chen Yiyi, Chen Yangji. Hysterical model of steel frame connection considering partial fracture. Journal of Tongji University(Natural Science), 2003, 31(5): 525-529 (in Chinese)
Liu Yongming, Chen Yiyi, Chen Yangji. Hysterical model of steel frame connection considering partial fracture. Journal of Tongji University(Natural Science), 2003, 31(5): 525-529 (in Chinese)
13 Clough R W, Penzien J . Dynamics of Structures. Translatedby Wang Guangyuan. Beijing: Science Press, 1981 (in Chinese)
Clough R W, Penzien J. Dynamics of Structures. Translatedby Wang Guangyuan..
Clough R W, Penzien J. Dynamics of Structures. Translatedby Wang Guangyuan..
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