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38篇 您的检索式：作者名="GEROLYMOS N"

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	题名	作者	年代	出处	被引量
1	Response of three Athens metro underground structures in the 1999 Parnitha earthquake 显示文摘	Gazetas G Gerolymos N Anastasopoulos I	2005	Soil Dynamics and Earthquake Engineering2005，25，78910：	1
2	Nonlinear response of deep immersed tunnel to strong seismic shaking 显示文摘	Anastasopoulos I Gerolymos N Drosos V	2007	Journal of Geotechnical and Geoenvironmental Engineering2007，133，9：	1
3	Non- linear response of deep immersed tunnel to strong seismic shaking显示文摘	Anastasopoulos I Gerolymos N Drosos V	2007	Journal of Geotechnical & Geo-en- vironmental Engineering2007，133，9：	1
4	Winlder model for lateral response ofrigid foundations in linear soil显示文摘	Gerolymos N Gazetas G	2006	Soil Dynamicsand Earthquake Engineering2006，26，05：	1
5	Development of Winkler model for static and dynamic response of caisson foundations with soil and interface nonlinearities显示文摘	GEROLYMOS N GAZETAS G	2006	Soil Dynamics and Earthquake Engineering2006，26，：	1
6	Winkler model for lateral response of rigid foundations in linear soil显示文摘	Gerolymos N Gazetas G	2006	Soil Dynamics and Earthquake Engineering2006，26，：	1
7	Static and dynamic response of massive caisson foundations with soil and interface nonlinearities--validation and restdts显示文摘	GEROLYMOS N GAZETAS G	2006	Soil Dynamics and Earthquake Engineering2006，26，：	1
8	Very-high-order WENO schemes显示文摘	Gerolymos G A Sénéchal D Vallet I	2009	Journal of Computational Physics2009，228，23：	1
9	Seismic behavior of batter piles:elastic response显示文摘	GIANNAKOU A GEROLYMOS N GAZETAS G	2010	Journal of Geotechnical and Geeenvironmental Engineering2010，136，9：	1
10	Evidence of beneficial role of inclined piles:observations and summary of numerical analyses显示文摘	GEROLYMOS N GIANNAKOU A ANASTASOPOULOS I	2008	Bulletin of Earthquake Engineering2008，6，4：	1
11	Seismic soil-pile-structure kinematic and inertial interaction-A new beam approach显示文摘	Kampitsis A E Sapountzakis E J Giannakos S K Gerolymos N A	2013	Soil Dynamics and Earthquake Engineering2013，55，：	1
12	Behaviour of deep immersed tunnel under combined normal fault rupture deformation and subsequent seismic shaking显示文摘	ANASTASOPOULOS I GEROLYMOS N DROSOS V	2008	Bulletin of Earthquake Engineering2008，6，2：	1
13	Nonlinear response of deep immersed tunnel to strong seismic shaking显示文摘	ANASTASOPOULOS I GEROLYMOS N DROSOS V	2007	Journal of Geoteclmical andGeoenvironmental Engineering2007，，9：	1
14	Evidence of beneficial role of inclined piles : observa- tions and summary of numerical analyses显示文摘	Gerolymos N Giannakou A Anastasopoulos I	2008	Bulletin of Earthquake Engineering2008，6，：	1
15	Nonlinear response of deep immersed tunnel to strong seismic shaking 显示文摘	Anastasopoulos I Gerolymos N Drosos V	2007	Journal of Geotechnical and Geoenvironmental Engineering2007，133，9：	1
16	Nonlinear response of deep immersed tunnel to strong seismic shaking显示文摘	ANASTASOPOULOS I GEROLYMOS N DROSOS V	2007	Journal of Geoteehnieal and Geoenvironmental Engineering2007，133，9：	1
17	Nonlinear response of deep immersed tunnel to strong seismic shaking显示文摘	Anastasopoulos I Gerolymos N Drososi V	2007	Journal of Geoteehnical and Geoenvironmental Engineering2007，133，9：	1
18	Evidence of Beneficial Role of Inclined Piles :Ob- servations and Summary of Numerical Analyses 显示文摘	GEROLYMOS N GIANNAKOU A ANASTASOPOULOS l	2008	Bul- letin of Earthquake Engineering2008，6，：	1
19	Behaviour of deep immersed tunnel under combined normal fault rupture deformation and subsequent seismic shaking 显示文摘	Anastasopoulos I Gerolymos N Drosos V	2008	Bulletin of Earthquake Engineering2008，6，2：	1
20	Winkler model for lateral response of rigid caisson foundations in linear soil显示文摘	GEROLYMOS N GAZETAS G	2006	Soil Dynamics and Earthquake Engineering2006，26，5：	1

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