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286篇 您的检索式：作者名="Fajfar P"

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	题名	作者	年代	出处	被引量
1	Capacity spectrum method based on inelastic demand spectra 显示文摘	FAJFAR P	1999	Earthquake Eng Struct Dyn1999，28，9：	1
2	Simplified R-factor relationships for strong ground motions显示文摘	Cuesta I Aschheim A Fajfar P	2003	Earthquake Spectra2003，19，1：	1
3	Consistent Inelastic Design Spectra: Hysteretic and Input Energy显示文摘		1994	EESD1994，23，：	1
4	Consistent inelastic design spectra;strength and displacement显示文摘	Fajfar P and Fischinger M	1994	Earthquake Engng Struct Dyn1994，23，：	1
5	Equivalent ductility factors taking into aceount low cycle fatigue 显示文摘	Fajfar P	1992	Earthquake Engineering & Structural Dynamics1992，21，10：	1
6	Equivalent ductility factors taking into account low-cycle fatigue显示文摘	Fajfar P	1992	Earthquake Engineering and Structural Dynamics1992，21，10：	1
7	Capacity spectrum method based on inelastic demand spectra显示文摘	Fajfar P	1999	Earthquake Engineering and Structural Dynamics1999，28，5：	1
8	Consistent inelastic design spectra:strength and displacement显示文摘	VIDIC T FAJFAR P FISCHINGER M	1994	Earthquake Engineering and Structural Dynamics1994，23，：	1
9	Simplified pushover analysis of building structures 显示文摘	Kilar V Fajfar P	1997	Earthquake Engineering and Structure Dynamics1997，，26：	1
10	Equivalent ductility factor taking into account low-cycle fatigue显示文摘		1992	Earthquake Engng Struct Dyn1992，21，：	1
11	Consistent Inelastic Design Spectra:Hysteretic and Input Energy显示文摘	Fajfar P	1994	Earthquake Engineering and Structural Dynamics1994，23，：	1
12	Consistent inelastic design spectra:strength and displacement显示文摘	VIDIC T FAJFAR P	1994	Earthquake Engineering and Structural Dynamics1994，23，：	1
13	Consistentinelastic design spectra: strength and displacement显示文摘	Vidic T Fajfar P Fischinger M	1994	Earthquake Engineering and Structural Dynamics1994，23，3：	1
14	A measure ofearthquake motion capacity to damage medium-periodstructures 显示文摘	FAJFAR P VIDIC T FISCHINGER M	1990	Soil Dynamics and Earth-quakeEngineering1990，9，5：	1
15	Consistant inelastic design spectra: Hysteretic and input energy 显示文摘	FAJFAR P	1994	Earthquake Engineering and Structural Dynamics1994，23，：	1
16	Consistent inelastic design spectra:hysteretic and input energy显示文摘	Fajfar P Vidic T	1994	Earthquake Engineeringand Structural Dynamics1994，23，5：	1
17	Equivalent ductility factors, taking into account low-cycle fatigue 显示文摘	Fajfar P	1992	Earthquake Engineering & Structural Dynamics1992，21，9：	1
18	Consistent inelastic design spec-tra: strength and displacement显示文摘	VIDIC T FAJFAR P	1994	Earthquake Engi-neering and Structural Dynamics1994，24，5：	1
19	Seismic demand in medi- urn-period and long-period structures显示文摘	Fajfar P Vidic T Fischinger M	1989	Earthquake En- gineering and Structural1989，18，4：	1
20	Capacity spectrum method based on inelastic demand spectra显示文摘	Fajfar P		0，，09：	1

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