日本《基于能量抗震设计规程》介绍
|
摘要
本文介绍了日本《基于能量结构抗震设计规程》的主要内容,该规程推荐的基于能量结构抗震设计方法,综合考虑了结构的承载力、位移和累积耗能的影响,对结构抗震性能的评价更为合理。该规程中采用两阶段设计法,要求结构的耗能能力不小于各阶段相应的耗能需求。该规程的方法对我国基于能量抗震设计方法的研究具有重要借鉴意义。
The main contents of Technological Standard for Earthquake-resistant Calculation Method for Buildings Based on Energy Balance in Japan are introduced in this paper.Earthquake-resistant design method based on energy balance is recommended in the standard.The influences of strength,displacement and cumulative energy absorption capacity of structure are involved in this method,and thus the seismic performance of structure is evaluated reasonably.Furthermore,a two-levels design method is involved and the energy absorption capacity of structure should not be less than the demand of dissipated energy in both levels.The earthquake-resistant design method based on energy balance of Japan standard is very helpful for the study and application in China.
The main contents of Technological Standard for Earthquake-resistant Calculation Method for Buildings Based on Energy Balance in Japan are introduced in this paper.Earthquake-resistant design method based on energy balance is recommended in the standard.The influences of strength,displacement and cumulative energy absorption capacity of structure are involved in this method,and thus the seismic performance of structure is evaluated reasonably.Furthermore,a two-levels design method is involved and the energy absorption capacity of structure should not be less than the demand of dissipated energy in both levels.The earthquake-resistant design method based on energy balance of Japan standard is very helpful for the study and application in China.
引文
[1]Housner G.Limit design of structures to resistearthquakes[A].Proceedings of the 1st WorldConference on Earthquake Engineering[C],Oakland,Califormia:1956:1～12
[2]秋山宏.建築物の耐震極限設計[M].東京大学出版会,1985(in Japanese)Akiyama H.Earthquake resistant limit state design forbuildings[M].University of Tokyo Press,1985
[3]Fajfar P.Equivalent ductility factors,taking intoaccount low-cycle fatigue[J].Earthquake Engineering&Structural Dynamics,1992,21(9):837～848
[4]Nurtug A,Sucuoglu H.Prediction of seismic energy-dissipation in SDOF systems[J].EarthquakeEngineering&Structural Dynamics,1995,24(9):1215～1223
[5]Uang C M,Bertero V V.Use of energy as a designcriterion in earthquake resistant design[R].Berkeley,California:Earthquake Engineering Research Center,1988
[6]Bertero V V,Uang C M.Issues and future directions inthe use of an energy approach for seismic-resistantdesign of structures.In:P.Fajfar and H.Krawinkler,eds.Nonlinear Seismic Analysis and Design ofReinforced Concrete Buildings.Elsevier AppliedScience,1992
[7]Teran-Gilmore A,Avila E,Rangel G.On the use ofplastic energy to establish strength requirements inductile structures[J].Engineering Structures,2003,25(7):965～980
[8]Vidic T,Fajfar P.Behavior Factors Taking into AccountCumulative Damage[A].In:Proceedings of TenthEuropean Conference on Earthquake Engineering[C],Vienna:1994:959～964
[9]Riddell R,Garcia J E.Hysteretic energy spectrum anddamage control[J].Earthquake Engineering&Structural Dynamics,2001,30(12):1791～1816
[10]高橋誠,秋山宏.地震時における多層骨組の最大変形とエネルギー応答［J].日本建築学会構造系論文集,515号,1999.1,59～661Takahashi Makoto,Akiyama Hiroshi.The MaximumDisplacement and Energy Response of Multi-storyFrames under Earthquakes[J].Journal of structural andconstruction engineering.Transactions of AIJ,1999.1,(515),59～66(in Japanese)
[11]肖明葵,刘波,白绍良.抗震结构总输入能量及其影响因素分析[J].重庆建筑大学学报,1996,18(2):20～33Xiao Ming-kui,Liu Bo,Bai Shao-liang.Analysis of theTotal Energy and its Influencing Factors for SeismicStructures[J].Journal of Chongqing Jianzh University,1996,18(2):20～33(in Chinese)
[12]程光煜,叶列平.弹塑性SDOF系统的地震输入能量谱[J].工程力学,2008,25(2):28～39Cheng Guang-yu,Ye Lie-ping.Earthquake InputEnergy Spectra of Elastic SDOF Systems[J].Earthquake Resistant Engineering and Retrofitting,2006,25(2):28～39(in Chinese)
[13]程光煜,叶列平.弹塑性MDOF系统地震输入能量研究[J].工程抗震与加固改造,2007,29(6):29～35Cheng Guang-yu,Ye Lie-ping.Earthquake EnergyInput of Inelastic MDOF Systems[J].EarthquakeResistant Engineering and Retrofitting,2007,29(6):29～35(in Chinese)
[14]程光煜.基于能量抗震设计方法及其在钢支撑框架结构中的应用[D].北京:清华大学土木工程系,2007Cheng Guang-yu.Study on Energy-based SeismicDesign Methodology and Application in Steel BracedFrames[D].Beijing:Department of Civil Engineering,Tsinghua University,2007(in Chinese)
[15]刘哲锋,沈蒲生,龚胡广.钢框架-钢筋混凝土剪力墙结构的地震能量反应分析[J].地震工程与工程振动,2007,27(2):69～73Liu Zhe-feng,Shen Pu-sheng,Gong Hu-guang.SeismicEnergy Response of Steel Frame—reinforced ConcreteShear Wall Hybrid Structures[J].EarthquakeEngineering and Engineering Vibration,2007,27(2):69～73(in Chinese)
[16]史庆轩,熊仲明,李菊芳.框架结构滞回耗能在结构层间分配的计算分析[J].西安建筑科技大学学报(自然科学版),2005,37(2):174～188Shi Qing-xuan,Xiong Zhong-ming,Li Ju-fang.Calculation Analysis of the Storey Distribution ofHysteretic Energy for Frame Structures[J].Xi'an Univ.of Arch.&Tech.(Natural Science Edition),2005,37(2):174～188(in Chinese)
[17]エネルギーの釣合いに基づく耐震計算法等の構造計算を定める件,国土交通省公示第631号,2005.6.1Decision for Structural Calculation which is Earthquake-resistant Calculation Method for Buildings Based onEnergy Balance,Ministry of Land,Infrastructure,Transport and Tourism,Notification No.631,2005.6.1(in Japanese)
[18]エネルギーの釣合いに基づく耐震計算法の技術基準解説及び計算例とその解説,日本建築センター,2005.7Technological Standard for Earthquake-resistantCalculation Method for Buildings Based on EnergyBalance,The Building Center of Japan,2005.7(inJapanese)
[19]梅村魁,新しい耐震設計建築基準法新耐震設計基準，日本建築センター,1981.7Hajime Umemura:New Earthquake-resistant Design–Building Standards Law New Standards of Earthquake-resistant Design,The Building Center of Japan,1981.7(in Japanese)
[20]日本建築基準法，2005.5.23法律第40号Japan Building Standards Law,Law No.40,2005.5.23(in Japanese)
[21]秋山宏.エネルギーの釣合に基づく建築物の耐震設計[M].技法堂出版,1999Akiyama H.Earthquake-Resistant Design Method forBuildings Based on Energy Balance[M].Tokyo:Gihodo Shuppan,1999
[22]日本建築学会,免震構造設計指針(第3版)[M].技法堂出版,2001.9AIJ,Recommendation for the Design of Base IsolatedBuildings(3rd Edition)[M].Tokyo:Gihodo Shuppan,2001.9(in Japanese)
[23]倉本洋,飯場正紀,和田章.制振補強施した既存鉄筋コンクリート造建築物の耐震診断法[J].日本建築学会構造系論文集,559号,2002.9,189～195Kuramoto Hiroshi,Iiba Masanori,Wada Akira.ASeismic Evaluation Method for Existing ReinforcedConcrete Buildings Retrofitted by Controlling Technics[J].Journal of structural and construction engineering.Transactions of AIJ,(559),2002.9,189～195(inJapanese)
[24]柿本和茂,曽田五月也.瞬間吸収エネルギーに基づく粘性系制振補強構造の入力低減率[J].日本建築学会構造系論文集,575号,2004,1,49～56Kakemono Kazushige,Soda Satsuya.Seismic ReductionRatio based on the Momentary Dissipated Energy forStructures with Added Viscous or Viscoelastic Dampers[J].Journal of structural and construction engineering.Transactions of AIJ,(575),2004,1,49～56(inJapanese)
[25]建設省公示第1457号,2000.5.31Building Research Institute,Notification No.1457,2000.5.31(in Japanese)
[26]改正国土交通省公示第387号,2001.3.30Revision:Ministry of Land,Infrastructure,Transportand Tourism,Notification No.387,2001.3.30(inJapanese)
[27]中島正愛，澤泉紳一.鉄骨骨組の地震応答に及ぼす柱梁耐力比の影響(その1:梁崩壊機構を形成するために必要な柱梁耐力比)[J].鋼構造論文集,日本鋼構造協会,1999,6(23):117～132Nakashima M,and Sawaizumi S.Effect of Column-to-Beam Strength Ratio on Earthquake Responses of SteelMoment Frames(Part 1 Column-to-Beam Strength RatioRequired for Ensuring Beam-Hinging Responses)[J].Journal of Steel Construction Engineering,1999,6(23):117～132(in Japanese)
[28]澤泉紳一,中島正愛.鉄骨骨組の地震応答に及ぼす柱梁耐力比の影蠁(その2:柱の塑性化を許す骨組の地震応答），鋼構造論文集,日本鋼構造協会,1999,6(23):133～148Sawaizumi S,and Nakashima M.Effect of Column-to-Beam Strength Ratio on Earthquake Responses of SteelMoment Frames(Part 2 Response Characteristics ofFrames Involving Column Yielding)[J].Journal ofSteel Construction Engineering,1999,6(23):133～148(in Japanese)
[29]日本建築学会.鉄筋コンクリート造建物の終局強度耐震設計指針.同解説[M].1990AIJ.Design Guideline for Earthquake ResistantReinforced Concrete Buildings Based on UltimateStrength Concept[M].1990(in Japanese)
[30]最相元雄,香月新,大田裕一郎.強震動を受けるコンクリート充填鋼管多層骨組の損傷と柱梁耐力比に関する研究[J].日本建築学会構造系論文集,547号,2001,9,199～206Saisho Motoo,Katsuki Shin,Ota Yuichiro.SeismicResponse and Column over Design Factor of ConcreteFilled Steel Tube Frame[J].Journal of Structural andConstruction Engineering.Transactions of AIJ,(547),2001,9,199～206(in Japanese)
[31]建設省建築研究所,(社)鋼材倶楽部.エネルギー法に基づく耐震性能評価法—鋼構造建築物に適用した場合，2000.10Building Research Institute,Ministry of Construction:Performance Evaluation Method based on energybalance-Application to Steel Building Structural,2000.10(in Japanese)
[2]秋山宏.建築物の耐震極限設計[M].東京大学出版会,1985(in Japanese)Akiyama H.Earthquake resistant limit state design forbuildings[M].University of Tokyo Press,1985
[3]Fajfar P.Equivalent ductility factors,taking intoaccount low-cycle fatigue[J].Earthquake Engineering&Structural Dynamics,1992,21(9):837～848
[4]Nurtug A,Sucuoglu H.Prediction of seismic energy-dissipation in SDOF systems[J].EarthquakeEngineering&Structural Dynamics,1995,24(9):1215～1223
[5]Uang C M,Bertero V V.Use of energy as a designcriterion in earthquake resistant design[R].Berkeley,California:Earthquake Engineering Research Center,1988
[6]Bertero V V,Uang C M.Issues and future directions inthe use of an energy approach for seismic-resistantdesign of structures.In:P.Fajfar and H.Krawinkler,eds.Nonlinear Seismic Analysis and Design ofReinforced Concrete Buildings.Elsevier AppliedScience,1992
[7]Teran-Gilmore A,Avila E,Rangel G.On the use ofplastic energy to establish strength requirements inductile structures[J].Engineering Structures,2003,25(7):965～980
[8]Vidic T,Fajfar P.Behavior Factors Taking into AccountCumulative Damage[A].In:Proceedings of TenthEuropean Conference on Earthquake Engineering[C],Vienna:1994:959～964
[9]Riddell R,Garcia J E.Hysteretic energy spectrum anddamage control[J].Earthquake Engineering&Structural Dynamics,2001,30(12):1791～1816
[10]高橋誠,秋山宏.地震時における多層骨組の最大変形とエネルギー応答［J].日本建築学会構造系論文集,515号,1999.1,59～661Takahashi Makoto,Akiyama Hiroshi.The MaximumDisplacement and Energy Response of Multi-storyFrames under Earthquakes[J].Journal of structural andconstruction engineering.Transactions of AIJ,1999.1,(515),59～66(in Japanese)
[11]肖明葵,刘波,白绍良.抗震结构总输入能量及其影响因素分析[J].重庆建筑大学学报,1996,18(2):20～33Xiao Ming-kui,Liu Bo,Bai Shao-liang.Analysis of theTotal Energy and its Influencing Factors for SeismicStructures[J].Journal of Chongqing Jianzh University,1996,18(2):20～33(in Chinese)
[12]程光煜,叶列平.弹塑性SDOF系统的地震输入能量谱[J].工程力学,2008,25(2):28～39Cheng Guang-yu,Ye Lie-ping.Earthquake InputEnergy Spectra of Elastic SDOF Systems[J].Earthquake Resistant Engineering and Retrofitting,2006,25(2):28～39(in Chinese)
[13]程光煜,叶列平.弹塑性MDOF系统地震输入能量研究[J].工程抗震与加固改造,2007,29(6):29～35Cheng Guang-yu,Ye Lie-ping.Earthquake EnergyInput of Inelastic MDOF Systems[J].EarthquakeResistant Engineering and Retrofitting,2007,29(6):29～35(in Chinese)
[14]程光煜.基于能量抗震设计方法及其在钢支撑框架结构中的应用[D].北京:清华大学土木工程系,2007Cheng Guang-yu.Study on Energy-based SeismicDesign Methodology and Application in Steel BracedFrames[D].Beijing:Department of Civil Engineering,Tsinghua University,2007(in Chinese)
[15]刘哲锋,沈蒲生,龚胡广.钢框架-钢筋混凝土剪力墙结构的地震能量反应分析[J].地震工程与工程振动,2007,27(2):69～73Liu Zhe-feng,Shen Pu-sheng,Gong Hu-guang.SeismicEnergy Response of Steel Frame—reinforced ConcreteShear Wall Hybrid Structures[J].EarthquakeEngineering and Engineering Vibration,2007,27(2):69～73(in Chinese)
[16]史庆轩,熊仲明,李菊芳.框架结构滞回耗能在结构层间分配的计算分析[J].西安建筑科技大学学报(自然科学版),2005,37(2):174～188Shi Qing-xuan,Xiong Zhong-ming,Li Ju-fang.Calculation Analysis of the Storey Distribution ofHysteretic Energy for Frame Structures[J].Xi'an Univ.of Arch.&Tech.(Natural Science Edition),2005,37(2):174～188(in Chinese)
[17]エネルギーの釣合いに基づく耐震計算法等の構造計算を定める件,国土交通省公示第631号,2005.6.1Decision for Structural Calculation which is Earthquake-resistant Calculation Method for Buildings Based onEnergy Balance,Ministry of Land,Infrastructure,Transport and Tourism,Notification No.631,2005.6.1(in Japanese)
[18]エネルギーの釣合いに基づく耐震計算法の技術基準解説及び計算例とその解説,日本建築センター,2005.7Technological Standard for Earthquake-resistantCalculation Method for Buildings Based on EnergyBalance,The Building Center of Japan,2005.7(inJapanese)
[19]梅村魁,新しい耐震設計建築基準法新耐震設計基準，日本建築センター,1981.7Hajime Umemura:New Earthquake-resistant Design–Building Standards Law New Standards of Earthquake-resistant Design,The Building Center of Japan,1981.7(in Japanese)
[20]日本建築基準法，2005.5.23法律第40号Japan Building Standards Law,Law No.40,2005.5.23(in Japanese)
[21]秋山宏.エネルギーの釣合に基づく建築物の耐震設計[M].技法堂出版,1999Akiyama H.Earthquake-Resistant Design Method forBuildings Based on Energy Balance[M].Tokyo:Gihodo Shuppan,1999
[22]日本建築学会,免震構造設計指針(第3版)[M].技法堂出版,2001.9AIJ,Recommendation for the Design of Base IsolatedBuildings(3rd Edition)[M].Tokyo:Gihodo Shuppan,2001.9(in Japanese)
[23]倉本洋,飯場正紀,和田章.制振補強施した既存鉄筋コンクリート造建築物の耐震診断法[J].日本建築学会構造系論文集,559号,2002.9,189～195Kuramoto Hiroshi,Iiba Masanori,Wada Akira.ASeismic Evaluation Method for Existing ReinforcedConcrete Buildings Retrofitted by Controlling Technics[J].Journal of structural and construction engineering.Transactions of AIJ,(559),2002.9,189～195(inJapanese)
[24]柿本和茂,曽田五月也.瞬間吸収エネルギーに基づく粘性系制振補強構造の入力低減率[J].日本建築学会構造系論文集,575号,2004,1,49～56Kakemono Kazushige,Soda Satsuya.Seismic ReductionRatio based on the Momentary Dissipated Energy forStructures with Added Viscous or Viscoelastic Dampers[J].Journal of structural and construction engineering.Transactions of AIJ,(575),2004,1,49～56(inJapanese)
[25]建設省公示第1457号,2000.5.31Building Research Institute,Notification No.1457,2000.5.31(in Japanese)
[26]改正国土交通省公示第387号,2001.3.30Revision:Ministry of Land,Infrastructure,Transportand Tourism,Notification No.387,2001.3.30(inJapanese)
[27]中島正愛，澤泉紳一.鉄骨骨組の地震応答に及ぼす柱梁耐力比の影響(その1:梁崩壊機構を形成するために必要な柱梁耐力比)[J].鋼構造論文集,日本鋼構造協会,1999,6(23):117～132Nakashima M,and Sawaizumi S.Effect of Column-to-Beam Strength Ratio on Earthquake Responses of SteelMoment Frames(Part 1 Column-to-Beam Strength RatioRequired for Ensuring Beam-Hinging Responses)[J].Journal of Steel Construction Engineering,1999,6(23):117～132(in Japanese)
[28]澤泉紳一,中島正愛.鉄骨骨組の地震応答に及ぼす柱梁耐力比の影蠁(その2:柱の塑性化を許す骨組の地震応答），鋼構造論文集,日本鋼構造協会,1999,6(23):133～148Sawaizumi S,and Nakashima M.Effect of Column-to-Beam Strength Ratio on Earthquake Responses of SteelMoment Frames(Part 2 Response Characteristics ofFrames Involving Column Yielding)[J].Journal ofSteel Construction Engineering,1999,6(23):133～148(in Japanese)
[29]日本建築学会.鉄筋コンクリート造建物の終局強度耐震設計指針.同解説[M].1990AIJ.Design Guideline for Earthquake ResistantReinforced Concrete Buildings Based on UltimateStrength Concept[M].1990(in Japanese)
[30]最相元雄,香月新,大田裕一郎.強震動を受けるコンクリート充填鋼管多層骨組の損傷と柱梁耐力比に関する研究[J].日本建築学会構造系論文集,547号,2001,9,199～206Saisho Motoo,Katsuki Shin,Ota Yuichiro.SeismicResponse and Column over Design Factor of ConcreteFilled Steel Tube Frame[J].Journal of Structural andConstruction Engineering.Transactions of AIJ,(547),2001,9,199～206(in Japanese)
[31]建設省建築研究所,(社)鋼材倶楽部.エネルギー法に基づく耐震性能評価法—鋼構造建築物に適用した場合，2000.10Building Research Institute,Ministry of Construction:Performance Evaluation Method based on energybalance-Application to Steel Building Structural,2000.10(in Japanese)
版权所有：© 2023 中国地质图书馆 中国地质调查局地学文献中心