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331篇 您的检索式:作者名="Fajfar"
    题名 作者 年代 出处 被引量
1Capacity spectrum method based on inelastic demand spectra 显示文摘FAJFAR P 1999Earthquake Eng Struct Dyn1999,28,9:1
2Capacity Spectrum Method Based on Inelastic Demand Spectra显示文摘Peter Fajfar 1999Earthquake Engineering and Structural Dynamics1999,,:1
3Simplified R-factor relationships for strong ground motions显示文摘Cuesta I Aschheim A Fajfar P 2003Earthquake Spectra2003,19,1:1
4Consistent Inelastic Design Spectra: Hysteretic and Input Energy显示文摘 1994EESD1994,23,:1
5Consistent inelastic design spectra;strength and displacement显示文摘 Fajfar P and Fischinger M 1994Earthquake Engng Struct Dyn1994,23,:1
6Equivalent ductility factors taking into aceount low cycle fatigue 显示文摘Fajfar P 1992Earthquake Engineering & Structural Dynamics1992,21,10:1
7A nonlinear analysis method for performance-based seismic design 显示文摘Fajfar Peter 2000Earthquake Spectra2000,16,3:1
8Equivalent ductility factors taking into account low-cycle fatigue显示文摘Fajfar P 1992Earthquake Engineering and Structural Dynamics1992,21,10:1
9Capacity spectrum method based on inelastic demand spectra显示文摘Fajfar P 1999Earthquake Engineering and Structural Dynamics1999,28,5:1
10Consistent inelastic design spectra:strength and displacement显示文摘VIDIC T FAJFAR P FISCHINGER M 1994Earthquake Engineering and Structural Dynamics1994,23,:1
11Simplified pushover analysis of building structures 显示文摘Kilar V Fajfar P 1997Earthquake Engineering and Structure Dynamics1997,,26:1
12Con-sistent inelastic design spectra: strength and displace显示文摘Tomaz Vidic Peter Fajfar and Matej Fischinger 1994Earthquake Engng1994,,23:1
13Equivalent ductility factor taking into account low-cycle fatigue显示文摘 1992Earthquake Engng Struct Dyn1992,21,:1
14Consistent Inelastic Design Spectra:Hysteretic and Input Energy显示文摘Fajfar P 1994Earthquake Engineering and Structural Dynamics1994,23,:1
15Consistent inelastic design spectra:strength and displacement显示文摘VIDIC T FAJFAR P 1994Earthquake Engineering and Structural Dynamics1994,23,:1
16Consistentinelastic design spectra: strength and displacement显示文摘Vidic T Fajfar P Fischinger M 1994Earthquake Engineering and Structural Dynamics1994,23,3:1
17A measure ofearthquake motion capacity to damage medium-periodstructures 显示文摘FAJFAR P VIDIC T FISCHINGER M 1990Soil Dynamics and Earth-quakeEngineering1990,9,5:1
18Capacity spectrum method based on inelastic demand spectra 显示文摘Fajfar Peter Earthquake Engineering and Structural Dynamics0,28,:1
19Consistant inelastic design spectra: Hysteretic and input energy 显示文摘FAJFAR P 1994Earthquake Engineering and Structural Dynamics1994,23,:1
20Consistent inelastic design spectra:hysteretic and input energy显示文摘Fajfar P Vidic T 1994Earthquake Engineeringand Structural Dynamics1994,23,5:1
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