非线性损伤谱特征研究(英文)
|
摘要
提出了基于Park和Ang损伤模型的弹塑性反应谱(损伤反应谱,简称"RD谱")的研究方法。考虑结构极限状态设计,并通过自编DBRS程序,研究得到了RD谱族;RD谱综合考虑了结构最大弹塑性位移和结构累积滞回耗能的耦合影响,更加合理地反映结构在罕遇地震作用下的弹塑性行为。研究发现RD谱与已有Rμ谱具有类似的特征。通过大量时程分析和拟合得到其回归公式及其相关系数。此外,提倡的RD谱和Rμ谱的定性比较分析,所得结果相对于其它研究结果中是最小的,主要由于两个方面的原因:一是RD谱考虑结构极限状态的情况,二是考虑地震动持时的作用,表明结构抗震设计或评估应当考虑地震动的持时因素。
A procedure of analysis of inelastic response spectra based on Park and Ang damage model,called damage spectra (or "RD" spectra),is proposed.Considering the ultimate limit state of buildings and using Damage-based Response Spectra (DBRS) program,a series of RD spectra are obtained.RD spectra consider both the effect of maximum inelastic displacement and the effect of cumulative hysteretic energy,fairly according with the actual inelastic behavior due to the strong ground motion.Then,some characteristics of RD spectra are found,which are similar with the former Rμ spectra.Due to lots of time history analysis of SDOF oscillators and regression of datum,an expression of RD spectra is constructed.Furthermore,the proposed RD spectra are compared with Rμ spectra qualitatively.The results of this paper have the smallest values compared to other results because of two main reasons.One is the consideration of the ultimate limit state of structure and the other is the consideration of the influence of the duration of ground motions,which deserve more attention during the seismic design or estimation for the structures.
A procedure of analysis of inelastic response spectra based on Park and Ang damage model,called damage spectra (or "RD" spectra),is proposed.Considering the ultimate limit state of buildings and using Damage-based Response Spectra (DBRS) program,a series of RD spectra are obtained.RD spectra consider both the effect of maximum inelastic displacement and the effect of cumulative hysteretic energy,fairly according with the actual inelastic behavior due to the strong ground motion.Then,some characteristics of RD spectra are found,which are similar with the former Rμ spectra.Due to lots of time history analysis of SDOF oscillators and regression of datum,an expression of RD spectra is constructed.Furthermore,the proposed RD spectra are compared with Rμ spectra qualitatively.The results of this paper have the smallest values compared to other results because of two main reasons.One is the consideration of the ultimate limit state of structure and the other is the consideration of the influence of the duration of ground motions,which deserve more attention during the seismic design or estimation for the structures.
引文
1 Code for Seismic Design of Buildings(GB 50011—2001).Beijing: China Architecture &Building Press,2001(in Chinese).
2 Fajfar P.Capacity spectrum method based on inelastic demand spec- tra.Earthquake Eng Stru Dyn,1999;28:979—993
3 Chopra A K,Goel R K.Direct displacement-based design:use of In- elasticvselastic design spectra.Earthquake Spectra,2001;17(1): 47—64
4 Miranda E,Ruiz-Garcia J.Evaluation of approximate methods to esti- mate maximum inelastic displacement demands.Earthquake Eng St- ru Dyn,2002;31(3):539—560
5 Housner G W.Behavior of structures during earthquakes.J of the En- grg Mech Div,ASCE,1959;85(4):897—971
6 Housner G W.Limit design of structures to resist earthquakes.Proc of First World Conf on Earthquake Engrg,Berkerly,CA,1956
7 Veletos A S,Newmark N M.Effect of inelastic behavior on the re- sponse of simple systems to earthquake motion.2WCEE, Tokyo,1960
8 Newmark NM,Hall WJ.Earthquake spectra and design.EERI Mono- graph Series.Earthquake Engineering Research Institute,Okakland California USA,1982
9 Newmark N M.Earthquake resistant design and ATC provisions.Proc3rd WCEE,1979;1:609—651
10 Fajfar P,Vidic T,Fischinger M.Seismic demand in medium and long- term period structures.Earthquake Engrg and Struct Dyn,1989;18 (3):539—560
11 Bertero VV,Uang C M.Issues and future directions in the use of an energy approach for seismic-resistant design of structures.Nonlinear Seismic Analysis and Design of Reinforced Concrete Buildings,Eds Fajfar P,Krawinkler H.Elsever Applied Scinece,1992
12 Fajfar P,Vidic T.Consistent inelastic design spectra:hysteretic and input energy.Earthquake Engineering and Structural Dynamics, 1994;23(2):357—379
13 Wang Qianxin.Inelastic earthquake spectra.The Second Symposium on the Research of Earthquake Engineering.Beijing:Science Press, 1965 (in Chinese)
14 Chen Dan.Ductile spectra for the seismic structures.Symposium on the Research about the Prevention of Earthquake &Explosion in Ts- inghua University.Tsinghua University Press,1980(in Chinese)
15 Wei Chengji.Ratio of inelastic displacement spectra.Journal of Build- ing Structures,1983;4(1):40—48 (in Chinese)
16 Cheng Minxiang,Chen Dan.Earthquake response spectra considering the hysteretic character of structures.Earthquake Engineering and En- gineering Vibration,1988;8(4):67—77.(in Chinese)
17 Xiao Mingkui,Wang Yaowei.Inelastic displacement spectra of seis- mic structures.Journal of Chongqing Architecture University,2000;22(sup.):34—40(in Chinese)
18 Xiao Mingkui,Liu Gang.Hysteretic energy spectra of the seismic structures.The World Earthquake Engineering,2002;18(3):110—115.(in Chinese)
19 Lu Xilin,Zhou Dingsong.Ductile spectra and inelastic displacement spectra considering different site groups.Earthquake Engineering and Engineering Vibration,2004;24(1):39—48(in Chinese)
20 Zhai Changhai,Li Shuang,Xie Lili.Research on the ratio of inelastic displacement spectra under even ductility.The 7th national confer- ence of earthquake engineering,2006;509—515(in Chinese)
21 Zhai Changhai,Gong Maosheng.Even ductile seismic spectra for en- gineering structures.Earthquake Engineering and Engineering Vibra- tion,2004;2(1):22—30(in Chinese)
22 Park Y J.Ang A H-S.Mechanistic seismic damage model for rein- forced concrete.Journal of Structural Engineering.ASCE,1985;111 (4):722—739
23 Park Y J,Ang A H-S.Seismic damage analysis of reinforced con- crete buildings.Journal of Structural Engineering.ASCE,1985;111 (4):740—756
24 Decanini L D,Bruno S,Mollaioli F.Role of damage functions in evaluation of response modification factors.Journal of Structural Engi- neering.ASCE,2004;130(9):1298—1308
25 Panyakapo P.Evaluation of site-dependent constant-damage design spectra for reinforced concrete structures.Earthquake Engineering & Structural Dynamics,2004;33:1211—1231
26 Bozorgnia Y,Bertero VV.Damage spectra:characteristics and appli- cations to seismic risk reduction.Journal of Structural Engineering. ASCE,2003;129(10):1330—1340
27 Cosenza E,Manfredi G.A aeismic design method including damage effect.11th European Conference on Earthquake Engineering,Paris, 1998
28 Chai Y H,Romstad K M,Bird S M.Energy-based linear damage model for high-intensity seismic loading.Journal of Structural Engi- neering(ASCE),1995;121(5):857—864
29 Park Y J,Ang A H-S,Wen Y K.Damage-limiting a seismic design of buildings.Earthquake Spectra,1987;3(1):1—26
30 Ou Jinping,He Zheng,Wu Bin,et al.Damage-based seismic design for RC structures.Earthquake Engineering and Engineering Vibra- tion,1999;19(1):21—30(in Chinese)
31 Bommer J J,Martinez-Pereira A.The effective duration of earthquake strong motion.Earthquake Eng,2006;26(1):1—13
2 Fajfar P.Capacity spectrum method based on inelastic demand spec- tra.Earthquake Eng Stru Dyn,1999;28:979—993
3 Chopra A K,Goel R K.Direct displacement-based design:use of In- elasticvselastic design spectra.Earthquake Spectra,2001;17(1): 47—64
4 Miranda E,Ruiz-Garcia J.Evaluation of approximate methods to esti- mate maximum inelastic displacement demands.Earthquake Eng St- ru Dyn,2002;31(3):539—560
5 Housner G W.Behavior of structures during earthquakes.J of the En- grg Mech Div,ASCE,1959;85(4):897—971
6 Housner G W.Limit design of structures to resist earthquakes.Proc of First World Conf on Earthquake Engrg,Berkerly,CA,1956
7 Veletos A S,Newmark N M.Effect of inelastic behavior on the re- sponse of simple systems to earthquake motion.2WCEE, Tokyo,1960
8 Newmark NM,Hall WJ.Earthquake spectra and design.EERI Mono- graph Series.Earthquake Engineering Research Institute,Okakland California USA,1982
9 Newmark N M.Earthquake resistant design and ATC provisions.Proc3rd WCEE,1979;1:609—651
10 Fajfar P,Vidic T,Fischinger M.Seismic demand in medium and long- term period structures.Earthquake Engrg and Struct Dyn,1989;18 (3):539—560
11 Bertero VV,Uang C M.Issues and future directions in the use of an energy approach for seismic-resistant design of structures.Nonlinear Seismic Analysis and Design of Reinforced Concrete Buildings,Eds Fajfar P,Krawinkler H.Elsever Applied Scinece,1992
12 Fajfar P,Vidic T.Consistent inelastic design spectra:hysteretic and input energy.Earthquake Engineering and Structural Dynamics, 1994;23(2):357—379
13 Wang Qianxin.Inelastic earthquake spectra.The Second Symposium on the Research of Earthquake Engineering.Beijing:Science Press, 1965 (in Chinese)
14 Chen Dan.Ductile spectra for the seismic structures.Symposium on the Research about the Prevention of Earthquake &Explosion in Ts- inghua University.Tsinghua University Press,1980(in Chinese)
15 Wei Chengji.Ratio of inelastic displacement spectra.Journal of Build- ing Structures,1983;4(1):40—48 (in Chinese)
16 Cheng Minxiang,Chen Dan.Earthquake response spectra considering the hysteretic character of structures.Earthquake Engineering and En- gineering Vibration,1988;8(4):67—77.(in Chinese)
17 Xiao Mingkui,Wang Yaowei.Inelastic displacement spectra of seis- mic structures.Journal of Chongqing Architecture University,2000;22(sup.):34—40(in Chinese)
18 Xiao Mingkui,Liu Gang.Hysteretic energy spectra of the seismic structures.The World Earthquake Engineering,2002;18(3):110—115.(in Chinese)
19 Lu Xilin,Zhou Dingsong.Ductile spectra and inelastic displacement spectra considering different site groups.Earthquake Engineering and Engineering Vibration,2004;24(1):39—48(in Chinese)
20 Zhai Changhai,Li Shuang,Xie Lili.Research on the ratio of inelastic displacement spectra under even ductility.The 7th national confer- ence of earthquake engineering,2006;509—515(in Chinese)
21 Zhai Changhai,Gong Maosheng.Even ductile seismic spectra for en- gineering structures.Earthquake Engineering and Engineering Vibra- tion,2004;2(1):22—30(in Chinese)
22 Park Y J.Ang A H-S.Mechanistic seismic damage model for rein- forced concrete.Journal of Structural Engineering.ASCE,1985;111 (4):722—739
23 Park Y J,Ang A H-S.Seismic damage analysis of reinforced con- crete buildings.Journal of Structural Engineering.ASCE,1985;111 (4):740—756
24 Decanini L D,Bruno S,Mollaioli F.Role of damage functions in evaluation of response modification factors.Journal of Structural Engi- neering.ASCE,2004;130(9):1298—1308
25 Panyakapo P.Evaluation of site-dependent constant-damage design spectra for reinforced concrete structures.Earthquake Engineering & Structural Dynamics,2004;33:1211—1231
26 Bozorgnia Y,Bertero VV.Damage spectra:characteristics and appli- cations to seismic risk reduction.Journal of Structural Engineering. ASCE,2003;129(10):1330—1340
27 Cosenza E,Manfredi G.A aeismic design method including damage effect.11th European Conference on Earthquake Engineering,Paris, 1998
28 Chai Y H,Romstad K M,Bird S M.Energy-based linear damage model for high-intensity seismic loading.Journal of Structural Engi- neering(ASCE),1995;121(5):857—864
29 Park Y J,Ang A H-S,Wen Y K.Damage-limiting a seismic design of buildings.Earthquake Spectra,1987;3(1):1—26
30 Ou Jinping,He Zheng,Wu Bin,et al.Damage-based seismic design for RC structures.Earthquake Engineering and Engineering Vibra- tion,1999;19(1):21—30(in Chinese)
31 Bommer J J,Martinez-Pereira A.The effective duration of earthquake strong motion.Earthquake Eng,2006;26(1):1—13
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