钢结构震害及抗震研究
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摘要
在美国北岭地震和日本阪神地震中,钢结构受到严重破坏。此后,国内外许多学者对钢结构的抗震作了大量的研究并取得了很多成果。总结钢结构的震害并分析震害原因,对钢结构抗震研究的进展进行论述。
In U.S.A.Northridge Earthquake and Japanese Kobe Earthquake the steel frames were seriously damaged.Afterwards a lot of domestic and foreign scientists conducted plenty of investigations for anti-earthquake of the steel frames and obtained many achievements.This paper draws a conclusion concerning the earthquake hazards to steel frames and analyzes reasons of earthquake,and discourses the progress of anti-earthquake investigations of the steel frame.
In U.S.A.Northridge Earthquake and Japanese Kobe Earthquake the steel frames were seriously damaged.Afterwards a lot of domestic and foreign scientists conducted plenty of investigations for anti-earthquake of the steel frames and obtained many achievements.This paper draws a conclusion concerning the earthquake hazards to steel frames and analyzes reasons of earthquake,and discourses the progress of anti-earthquake investigations of the steel frame.
引文
[1]崔鸿超.日本兵库县南部地震震害综述[J].建筑结构学报,1996(1):99-106.
[2]周炳章.日本阪神地震的震害及教训[J].工程抗震, 1996(1):99-106.
[3]裘民川.日本神户地震建筑震害的浅析与启示[J].建筑结构学报,1995(9):99-106.
[4]刘洪波,谢礼立,邵永松.钢框架结构的震害及其原因[J].世界地震工程,2006(4):47-51.
[5]李国强,孙飞飞.关于钢结构抗震存在的问题及建议[J].地震工程与工程振动,2006(3):108-114.
[6]蔡益燕.阪神地震后日本钢结构的发展[J].建筑钢结构,2005(8):22-23.
[7]E.P.Popov,T.S.Yang,S.P.Chang.Design of steel MRF connections before and after 1994 Northbridge earthquake[J]. Engineering Structure,1998,20(12):1 030- 1 038.
[8]Brandon Chi,Chia- Ming Uang,Albert Chen.Seismic rehabilitation of pre- Norhridge steel moment connections:A case study[J].Journal of Constructional Steel Research, 2006,62(8):783 - 792.
[9]Chia-Ming Uang,Duane Bondad.Cyclic performance of haunch repaired steel moment connections:experimental testing and analytical modeling[J].Engineering Structures, 1998,20(4):552 - 561.
[10]Wai- Fah Chen.Bridge Engineering Handbook[M].Boca Raton:CRC Press,2000.
[11]Chia-Ming Uang,Nakashima,M.Tsai.K.Research and Application of Buckling - Restrained Braced Frames[J]. Journal of Steel Structures,2004,4(4):301 - 313.
[12]Bozorgnia,Y.,Bertero,V.V.Earthquake Engineering:from Engineering Seismology to Performance- Based Engineering [M].Boca Raton:CRC Press,2004.
[13]AISC.Seismic Provisions for Steel Buildings[M].Chicago: American Institute of Steel Construction,Inc.,2005.
[14]杨迪雄,李刚,程耿东.隔震结构的研究概况和主要问题[J].力学进展,2003(3):302-312.
[15]肖振宇,徐根忠,周福霖.隔震钢结构实例介绍[J].建筑钢结构进展,2002(2):45-50.
[16]孙卓,张俊平,刘爱荣,大跨度刚架-钢桁拱组合结构桥的抗震性能研究[J].铁道标准设计,2006(9): 38-42.
[17]刘爱荣,张俊平,禹奇才,等.桩—土一结构相互作用对大跨度连续刚架钢桁拱桥地震响应影响研究[J].桥梁建设,2007(1):25-31.
[18]赵灿晖,周志祥.大跨度上承式钢桁拱桥的地震响应分析[J].铁道科学与工程学报,2006(5):6-11.
[19]瞿伟廉,孙五一,周强.万州长江大桥欠质量模型振动台试验研究[J].武汉理工大学学报,2005(8):45- 49.
[2]周炳章.日本阪神地震的震害及教训[J].工程抗震, 1996(1):99-106.
[3]裘民川.日本神户地震建筑震害的浅析与启示[J].建筑结构学报,1995(9):99-106.
[4]刘洪波,谢礼立,邵永松.钢框架结构的震害及其原因[J].世界地震工程,2006(4):47-51.
[5]李国强,孙飞飞.关于钢结构抗震存在的问题及建议[J].地震工程与工程振动,2006(3):108-114.
[6]蔡益燕.阪神地震后日本钢结构的发展[J].建筑钢结构,2005(8):22-23.
[7]E.P.Popov,T.S.Yang,S.P.Chang.Design of steel MRF connections before and after 1994 Northbridge earthquake[J]. Engineering Structure,1998,20(12):1 030- 1 038.
[8]Brandon Chi,Chia- Ming Uang,Albert Chen.Seismic rehabilitation of pre- Norhridge steel moment connections:A case study[J].Journal of Constructional Steel Research, 2006,62(8):783 - 792.
[9]Chia-Ming Uang,Duane Bondad.Cyclic performance of haunch repaired steel moment connections:experimental testing and analytical modeling[J].Engineering Structures, 1998,20(4):552 - 561.
[10]Wai- Fah Chen.Bridge Engineering Handbook[M].Boca Raton:CRC Press,2000.
[11]Chia-Ming Uang,Nakashima,M.Tsai.K.Research and Application of Buckling - Restrained Braced Frames[J]. Journal of Steel Structures,2004,4(4):301 - 313.
[12]Bozorgnia,Y.,Bertero,V.V.Earthquake Engineering:from Engineering Seismology to Performance- Based Engineering [M].Boca Raton:CRC Press,2004.
[13]AISC.Seismic Provisions for Steel Buildings[M].Chicago: American Institute of Steel Construction,Inc.,2005.
[14]杨迪雄,李刚,程耿东.隔震结构的研究概况和主要问题[J].力学进展,2003(3):302-312.
[15]肖振宇,徐根忠,周福霖.隔震钢结构实例介绍[J].建筑钢结构进展,2002(2):45-50.
[16]孙卓,张俊平,刘爱荣,大跨度刚架-钢桁拱组合结构桥的抗震性能研究[J].铁道标准设计,2006(9): 38-42.
[17]刘爱荣,张俊平,禹奇才,等.桩—土一结构相互作用对大跨度连续刚架钢桁拱桥地震响应影响研究[J].桥梁建设,2007(1):25-31.
[18]赵灿晖,周志祥.大跨度上承式钢桁拱桥的地震响应分析[J].铁道科学与工程学报,2006(5):6-11.
[19]瞿伟廉,孙五一,周强.万州长江大桥欠质量模型振动台试验研究[J].武汉理工大学学报,2005(8):45- 49.
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