地震工程学基础理论研究的若干进展(1)
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摘要
根据作者及其同事们近年来开展的研究工作,并结合近十余年来国内、外地震工程研究文献,本文试图从一些侧面综述地震工程基础理论研究的近期进展并探讨其发展趋势。
On the basis of research works developed by author and his colleagues, and considering the theoretical development in earthquake engineering in recent years, this paper tries to give a selective review on the elementary theory of earthquake engineering. The review includes the spectrum characteristics of ground motion, earthquake response analysis of stochastic structures, earthquake response of industrial productive system and disaster control of earthquake disaster field.
On the basis of research works developed by author and his colleagues, and considering the theoretical development in earthquake engineering in recent years, this paper tries to give a selective review on the elementary theory of earthquake engineering. The review includes the spectrum characteristics of ground motion, earthquake response analysis of stochastic structures, earthquake response of industrial productive system and disaster control of earthquake disaster field.
引文
1 李杰,李国强编著.地震工程学导论.北京:地震出版社,1992
2 胡聿贤.地震工程学.北京:地震出版社,1988
3 Newmark, N.M. and Hall. W.J.. Earthquake Spectra and Design. EERI. 1982
4 李杰.几类反应谱的概念差异及其意义.世界地震工程,1993;(4)
5 Elghadmsi. F. E, et al. Inclastic Earthquake Spectra. EESD, 1987, 15(1)
6 Vidic. T, Fajfar, P. and Fischinger. Consistent Inclastic Spectra: Strength and Displacement. EESD, 1994． 23(5)
7 Vidic. T, Fajfar, P. and Fischinger. Consistent Inclastic Spectra: Hysteretic and Input Energy, EESD, 1994, 23(5)
8 Tajimi. H. A.. Statistical Method of Determing the Maximum Response of a Building Structure During an Earthquake.Proe. 2nd WCEE, 1960
9 Yamada, Y. et al. Statistical Estimation of the Maximum Response of Structures Subjuct to Earthquake Motion. Proc. of JSCE, No. 182． 1970
10 Y.K. Lin, et al. Mcthod of Stochastic Structural Dynamics, Structural Safety. 1986, (3)
11 Papadimitriou, K. and Beck. J. L.. Stochastic Characterisation of Ground Motion and Applications to Structural Response. Proc. 10th WCEE. 1992, 2
12 Ohsaki, Y.. On the Significance of Phase Content in Earthquake Ground Motion. EESD, 1979, 7 (4)
13 金星,廖振鹏.地震动相位特性的研究.地震工程与工程振动,1993,13(1)
14 Trifunac, M.D. Preliminary Empirical Model for Scaling Fourier Amplitude Spectra of Strong Ground Acceleration in terms of Earthquake Magnitude, Source to Station Distance and Recording Site Conditions. BSSA, 1976, 66 (1)
15 Trifunac, M.D.. Preliminary Empirical Model for Scaling Fourier Amplitude Spectra of Strong Motion Acceleration in terms of Modified Mercalli Intensity and Geologic Site Conditions. EESD, 1979, 7(1)
16 Trifunac, M.D. and Lee. V. N.. Empirical Model for Scaling Fourier Amplitude Spectra of Strong Ground cceleration in terms of Earthquake Magnitude, Sourse to Station Distance, Site Intensity and Reeonding Site Conditions. SDEE, 1989, 8(3)
17 Trifunac, M.D. and Lee. V. W.. Frequency Dependent Attenuation of Strong Earthquake Ground Motion. SDEE,1990, 9(1)
18 Trifunae, M.D. Fourier Amplitude Spectra of Strong Motion Acceleration: Extension to High and Low Frequencies. EESD, 1994, 23(1)
19 Yokoyama, T., Theofanopoulos, N. and Watabe, M.. Distribution of Phase Differenees in Relation to the Earthquake Magnitude Distance to the Fault and Local Soil Conditions, Proc. 9th WCEE. 1988, 2
20 Murai. N., Morimura, T. and Ohba. S.. Research on the Design Earthquake Ground Motions in the Osaka Plain.Proc. 9th WCEE. 1988． 2
21 朱昱.冯启民.相位差谱的分布特征和人造地震动.地震工程与工程振动,1992,12(1)
22 朱昱,冯启民.地震动加速度相位差谱分布的数字特征.地震工程与工程振动,1993,13(2)
23 高艳平,王余庆.相位差谱分布的新定义与人工地震波的关系.《地震工程研究文集》北京:地震出版社,1992
24 廖振鹏.设计地震动的合成.第三届全国地震工程会议论文集(Ⅰ),1990
25 赵凤新,胡聿贤.地震动非平稳性与幅值谱和相位差谱的关系.地震工程与工程振动,1994,14(2)
26 李杰.随机结构系统理论-分析、建模与应用,研究生讲义,1994
27 李杰.结构动力分析的若干发展趋势.世界地震工程,1993(2)
28 Klciber. M. and Hien, T.D.. The Stochastic Finite Element Method: Basic Pertubation Technique and Computer Implementation, Wiley Press, 1992
29 Sun. T.C. A Finite Element Method for Random Differential Equations with Random Coefficients, SIAM. J. Numer. 1979, 16(6)
30 Jcusen. H. and Inan, W.D. Response Variability in Structural Dynamics. EESD, 1991, 20 (10)
31 Jensen, H. and Iwan, W.D. Response of Systems with Uncertain Parameters.to Stochastic Excitation. ASCE, EM.1992, 118(5)
32 Iwan, W.D. and Jeusen, H. On the Dynamic Response of Continuous Systems Including Model Uncertainty, ASME. Journal of Applied Mechanics. 1993, 60(2)
33 Li Jie: A Note on Stochastic Structural System Modeling, Research Report in University of Sussex. 1993． (1)
34 Li Jie and Roberts J. B.. The Expanded System Method of Stochastic Structural Dynamic Analysis, Accepted by Probabilistic Engineering Mechanics. 1994
35 李杰.复合随机振动分析的扩阶系统方法,投“力学学报’待发表,1994
2 胡聿贤.地震工程学.北京:地震出版社,1988
3 Newmark, N.M. and Hall. W.J.. Earthquake Spectra and Design. EERI. 1982
4 李杰.几类反应谱的概念差异及其意义.世界地震工程,1993;(4)
5 Elghadmsi. F. E, et al. Inclastic Earthquake Spectra. EESD, 1987, 15(1)
6 Vidic. T, Fajfar, P. and Fischinger. Consistent Inclastic Spectra: Strength and Displacement. EESD, 1994． 23(5)
7 Vidic. T, Fajfar, P. and Fischinger. Consistent Inclastic Spectra: Hysteretic and Input Energy, EESD, 1994, 23(5)
8 Tajimi. H. A.. Statistical Method of Determing the Maximum Response of a Building Structure During an Earthquake.Proe. 2nd WCEE, 1960
9 Yamada, Y. et al. Statistical Estimation of the Maximum Response of Structures Subjuct to Earthquake Motion. Proc. of JSCE, No. 182． 1970
10 Y.K. Lin, et al. Mcthod of Stochastic Structural Dynamics, Structural Safety. 1986, (3)
11 Papadimitriou, K. and Beck. J. L.. Stochastic Characterisation of Ground Motion and Applications to Structural Response. Proc. 10th WCEE. 1992, 2
12 Ohsaki, Y.. On the Significance of Phase Content in Earthquake Ground Motion. EESD, 1979, 7 (4)
13 金星,廖振鹏.地震动相位特性的研究.地震工程与工程振动,1993,13(1)
14 Trifunac, M.D. Preliminary Empirical Model for Scaling Fourier Amplitude Spectra of Strong Ground Acceleration in terms of Earthquake Magnitude, Source to Station Distance and Recording Site Conditions. BSSA, 1976, 66 (1)
15 Trifunac, M.D.. Preliminary Empirical Model for Scaling Fourier Amplitude Spectra of Strong Motion Acceleration in terms of Modified Mercalli Intensity and Geologic Site Conditions. EESD, 1979, 7(1)
16 Trifunac, M.D. and Lee. V. N.. Empirical Model for Scaling Fourier Amplitude Spectra of Strong Ground cceleration in terms of Earthquake Magnitude, Sourse to Station Distance, Site Intensity and Reeonding Site Conditions. SDEE, 1989, 8(3)
17 Trifunac, M.D. and Lee. V. W.. Frequency Dependent Attenuation of Strong Earthquake Ground Motion. SDEE,1990, 9(1)
18 Trifunae, M.D. Fourier Amplitude Spectra of Strong Motion Acceleration: Extension to High and Low Frequencies. EESD, 1994, 23(1)
19 Yokoyama, T., Theofanopoulos, N. and Watabe, M.. Distribution of Phase Differenees in Relation to the Earthquake Magnitude Distance to the Fault and Local Soil Conditions, Proc. 9th WCEE. 1988, 2
20 Murai. N., Morimura, T. and Ohba. S.. Research on the Design Earthquake Ground Motions in the Osaka Plain.Proc. 9th WCEE. 1988． 2
21 朱昱.冯启民.相位差谱的分布特征和人造地震动.地震工程与工程振动,1992,12(1)
22 朱昱,冯启民.地震动加速度相位差谱分布的数字特征.地震工程与工程振动,1993,13(2)
23 高艳平,王余庆.相位差谱分布的新定义与人工地震波的关系.《地震工程研究文集》北京:地震出版社,1992
24 廖振鹏.设计地震动的合成.第三届全国地震工程会议论文集(Ⅰ),1990
25 赵凤新,胡聿贤.地震动非平稳性与幅值谱和相位差谱的关系.地震工程与工程振动,1994,14(2)
26 李杰.随机结构系统理论-分析、建模与应用,研究生讲义,1994
27 李杰.结构动力分析的若干发展趋势.世界地震工程,1993(2)
28 Klciber. M. and Hien, T.D.. The Stochastic Finite Element Method: Basic Pertubation Technique and Computer Implementation, Wiley Press, 1992
29 Sun. T.C. A Finite Element Method for Random Differential Equations with Random Coefficients, SIAM. J. Numer. 1979, 16(6)
30 Jcusen. H. and Inan, W.D. Response Variability in Structural Dynamics. EESD, 1991, 20 (10)
31 Jensen, H. and Iwan, W.D. Response of Systems with Uncertain Parameters.to Stochastic Excitation. ASCE, EM.1992, 118(5)
32 Iwan, W.D. and Jeusen, H. On the Dynamic Response of Continuous Systems Including Model Uncertainty, ASME. Journal of Applied Mechanics. 1993, 60(2)
33 Li Jie: A Note on Stochastic Structural System Modeling, Research Report in University of Sussex. 1993． (1)
34 Li Jie and Roberts J. B.. The Expanded System Method of Stochastic Structural Dynamic Analysis, Accepted by Probabilistic Engineering Mechanics. 1994
35 李杰.复合随机振动分析的扩阶系统方法,投“力学学报’待发表,1994
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