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22篇 您的检索式：作者名="Cubrinovski M"

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	题名	作者	年代	出处	被引量
1	Empirical correlation between SPT N-value and relative density for sandy soils 显示文摘	Cubrinovski M Ishihara K	1999	Soils Founds1999，39，5：	1
2	Effects of soil-foundation-structure interaction on seismic structural response via robust Monte Carlo simulation 显示文摘	Moghaddasl M Cubrinovski M Chase J G	2011	Engineering Structures2011，33，4：	1
3	Modeling of sand behavior based on state concept显示文摘	CUBRINOVSKI M ISHIHARA K	1998	Soils and Foundations1998，38，3：	1
4	Simplified Method for Analysis of Piles Undergoing Lateral Spreading in Liquefied Soils显示文摘	CUBRINOVSKI M ISHIHARA K	2004	Japanese Geotechnieal Society Soils and Founda- tions2004，44，5：	1
5	Inter- pretation from Large-scale Shake Table Tests on Piles Un- dergoing Lateral Spreading in Liquefied Soils显示文摘	CUBRINOVSKI M KOKUSHO T ISHIHARA K	2006	Soil Dy- namics and Earthquake Engineering2006，26，24：	1
6	Effects of soil-fiundation-stucture interaction on seismic structural response via robust Monte Carlo simulation 显示文摘	Moghaddasi M Cubrinovski M Chase J G	2011	Engineering Structutvs2011，33，4：	1
7	Modeling of sand behavior based on state concept显示文摘	CUBRINOVSKI M ISHIHARA K	1998	Soils and Foundations1998，38，3：	1
8	Simplified methodfor analysis of piles undergoing lateral spreading inliquefied soils显示文摘	CUBRINOVSKI M ISHIHARA K	2004	Soils and Foundations2004，44，5：	1
9	Performance of bridges in liquefied deposits during the 2010 - 2011 Christchurch ( New Zealand) earth- quakes 显示文摘	Cubrinovski M Haskel! J Winkley A et al	2013	Journal of Performance of Constructed Facilities2013，，：	1
10	Simplified method for analysis undergoing lateral spreading in liquefied soils 显示文摘	CUBRINOVSKI M ISHIHARA K	2004	Soils and Foundations2004，44，5：	1
11	Near-souree Strong Ground Mo tions Observed in the 22 February 2011 Christchurch Earth- quake显示文摘	Bradley B A Cubrinovski M	2011	Seismological Research Letters2011，82，6：	1
12	Interpretation from large-scale shake table tests on piles subjected to spreading of liquefied soils显示文摘	CUBRINOVSKI M KOKUSHO T ISHIHARA K	2006	Soil Dynamics and Earthquake Engineering2006，26，24：	1
13	Improved seismic hazard model with application to probabilistic seismic demand analysis 显示文摘	Bradley B A Dhakal R P Cubrinovski M	2007	Earthquake Engineering and Structural Dynamics2007，36，14：	1
14	Interpretation from large-scale shake table tests on piles under-going lateral spreading in lique-fled soils显示文摘	Cubrinovski M Kokusho T Ishihara K	2006	Soil Dynamics and Earthquake Engineering2006，26，24：	1
15	Improved seismic hazard model with application to probabilisticseismic demand analysis显示文摘	BRADLEY B A DHAKAL R P CUBRINOVSKI M	2007	Earthq Engin Struct Dyn2007，36，14：	1
16	Interpretation from large-scale shake table tests on piles under-going lateral spreading in liquefied soils显示文摘	CUBRINOVSKI M KOKUSHO T ISHIHARA K	2006	Soil Dynamics and Earthquake Engineering2006，26，24：	1
17	Simplified method for analysis of piles undergoing lateral spreading in liquefied soils显示文摘	CUBRINOVSKI M ISHIHARA K	2004	Soils and Foundations2004，44，5：	1
18	Intensity measures for the seismic response of pile foundations 显示文摘	Bradley B A Cubrinovski M Dhakal R P	2009	Soil Dynamics and Earthquake Engineering2009，29，6：	1
19	Modelling of sand behavior based on state concept显示文摘	Cubrinovski M Ishihara K	1998	Soils and Foundations1998，38，11：	1
20	Improved seismic hazard model with application to probabilistic seismic demand analysis 显示文摘	Bradley B A Dhakal R P Cubrinovski M	2007	Earthquake Engineering and Structural Dynamics2007，36，14：	1

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