Seismic Response Analysis of Transmission Tower-Line System on a Heterogeneous Site to Multi-Component Spatial Ground Motions
暂无分享,去创建一个
Hong Hao | Feng-Long Bai | Hong-Nan Li | H. Hao | Hongnan Li | K. Bi | F. Bai | Kai-Ming Bi
[1] H. Hao,et al. Response analysis of a transmission tower-line system to spatial ground motions , 2009 .
[2] Kazimierz Sobczyk,et al. Stochastic wave propagation , 1985 .
[3] Mario De Stefano,et al. Inelastic seismic response of one-way plan-asymmetric systems under bi-directional ground motions , 1998 .
[4] 川島 一彦,et al. IMPACT OF HANSHIN/AWAJI EARTHQUAKE ON SEISMIC DESIGN AND SEISMIC STRENGTHENING OF HIGHWAY BRIDGES , 1997 .
[5] G. Hart,et al. Structural Response to Segmented Nonstationary Random Excitation , 1972 .
[6] Hong Hao,et al. Multiple excitation effects on response of symmetric buildings , 1996 .
[7] Ronald S. Harichandran,et al. RESPONSE OF LONG-SPAN BRIDGES TO SPATIALLY VARYING GROUND MOTION , 1996 .
[8] Shigeki Unjoh,et al. IMPACT OF HANSHIN/AWAJI EARTHQUAKE ON SEISMIC DESIGN AND SEISMIC STRENGTHENING OF HIGHWAY BRIDGES , 1997 .
[9] P. C. Jennings,et al. Simulated earthquake motions , 1968 .
[10] Cheng Yu Wu,et al. The seismic response , 1996 .
[11] Kyriazis Pitilakis,et al. Inelastic dynamic analysis of RC bridges accounting for spatial variability of ground motion, site effects and soil–structure interaction phenomena. Part 1: Methodology and analytical tools , 2003 .
[12] Joseph Penzien,et al. CHARACTERISTICS OF 3-DIMENSIONAL EARTHQUAKE GROUND MOTIONS , 1974 .
[13] J. Wolf. Dynamic soil-structure interaction , 1985 .
[14] H. Tajimi,et al. Statistical Method of Determining the Maximum Response of Building Structure During an Earthquake , 1960 .
[15] H. Hao,et al. Simulation of spatially varying ground motions with non-uniform intensities and frequency content , 2008 .
[16] J. Penzien,et al. Multiple-station ground motion processing and simulation based on smart-1 array data , 1989 .
[17] C. Jerry Wong,et al. Update of ASCE Manuals and Reports on Engineering Practice No.74 Guidelines for Electrical Transmission Line Structural Loads , 2002 .
[18] Kyriazis Pitilakis,et al. Inelastic dynamic analysis of RC bridges accounting for spatial variability of ground motion, site effects and soil–structure interaction phenomena. Part 2: Parametric study , 2003 .
[19] Kurtuluş Soyluk,et al. Comparison of asynchronous and stochastic dynamic responses of a cable-stayed bridge , 2000 .
[20] Guotai Yang. ANALYSIS AND CALCULATION OF VIBRATION PROPAGATION IN FORGING AND PRESS WORKSHOP , 2001 .
[21] Lou Wen-juan. Broken wire analysis and broken wire load calculation of high voltage transmission tower , 2011 .
[22] H. Hao,et al. Seismic response of multi‐span simply supported bridges to a spatially varying earthquake ground motion , 2002 .
[23] Liu Hongnan,et al. High-voltage transmission tower-line system subjected to disaster loads , 2006 .
[24] Xxyyzz. Guidelines for Electrical Transmission Line Structural Loading , 1991 .
[25] H. Hao. CHARACTERISTICS OF TORSIONAL GROUND MOTIONS , 1996 .
[26] M. El-Attar,et al. Response of transmission lines to multiple support excitation , 1996 .
[27] H. Hao. Arch responses to correlated multiple excitations , 1993 .
[28] Aurelio Ghersi,et al. Influence of bi-directional ground motions on the inelastic response of one-storey in-plan irregular systems , 2001 .
[29] Kurtuluş Soyluk,et al. A stochastic analysis of long span structures subjected to spatially varying ground motions including the site-response effect , 2003 .
[30] J.D. Mozer,et al. Longitudinal load analysis of transmission line systems , 1977, IEEE Transactions on Power Apparatus and Systems.
[31] Yue Mao-guang,et al. Longitudinal Response of the Power Transmission Tower-cable System Under Traveling Seismic Wave Excitations , 2006 .
[32] Alemdar Bayraktar,et al. Stochastic response of seismically isolated highway bridges with friction pendulum systems to spatially varying earthquake ground motions , 2005 .
[33] A. Kiureghian. Structural Response to Stationary Excitation , 1980 .