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47篇 您的检索式：作者名="BESKOS A"

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	题名	作者	年代	出处	被引量
1	On the stability of sequential Monte Carlo methods in high dimensions显示文摘	BESKOS A CRISAN D JASRA A	2014	The Annals of Applied Probability2014，24，4：	1
2	Dynamic effects of moving load on a poroelastic soil medium by an approximate method显示文摘	Theodorakopoulos D D Chassiakos A P Beskos D E	2004	International Journal of Solids and Structures2004，41，：	1
3	3-D seismic response analysis of long lined tunnels in half-space 显示文摘	Stamos A A Beskos D E	1996	Soil Dynamics and Earthquake Engineering1996，15，2：	1
4	2D Dynamic Response of Unlined and Lined Tunnels in Poroelastic Soil to Harmonic Body Waves显示文摘	Kattis S E Beskos D E Cheng A H D	2003	Earthquake Engineering and Structural Dynamics2003，32，1：	1
5	Integral equations for dynamic poroolasticity in frequency domain with BEM solution显示文摘	CHENG A H D BADMUS D E BESKOS D E	1991	Journal of Engineering Mechanics ASCE1991，117，5：	1
6	Dynamic Effects of Moving Load on a Poroelastic Soil Medium by an Approximate Method显示文摘	THEODORAKOPOULOS D D CHASSIAKOS A P BESKOS D E	2004	International Journal of Solids and Structures2004，41，7：	1
7	Dynamic effects of moving load on a poroelastic soil medium by an approximate method显示文摘	THEODORAKOPOULOS D D CHASSIAKOS A P BESKOS D E	2004	International Journal of Solids and Structures2004，41，：	1
8	3-D seismic response analysis of long lined tunnels in half-space显示文摘	STAMOS A A BESKOS D E	1996	Soil Dynamics and Earthquake Engineering1996，15，2：	1
9	Inclusion of P-A effect in displacement-based seismic design of steel moment resisting frames 显示文摘	Asimakopoulos A V Karabalis D L Beskos D E	2007	Earthquake Engineering and Structural Dynamics2007，36，14：	1
10	On a modal damping i- dentification model for non-classically damped linear building structures subjected to earthquakes 显示文摘	Papagiannopoulos G A Beskos D E	2009	Soil Dynamics and Earthquake Engineering2009，29，3：	1
11	Dynamic effects of moving load on a poroelastic soil medium by an approximate method显示文摘	THEODORAKOPOULOS D D CHASSIAKOS A P BESKOS D E	2004	International Journal of Solids and Structures2004，41，：	1
12	2D dynamic response of unlined and lined tunnels in poroelastic soil to harmonic body wave 显示文摘	KATTIS S E BESKOS D E CHENG A H D	2003	Earthquake Eng Struct Dyn2003，32，：	1
13	Dynamic analysis of large 3D underground structures by the BEM显示文摘	STAMOS A A BESKOS D E	1995	Earthquake Engineering and Structural Dynamics1995，24，6：	1
14	Seismic design of plane steel frames using advanced methods of analysis 显示文摘	Vasilopoulos A A Beskos D E	2006	Soil Dynamics and Earthquake Engineering2006，26，12：	1
15	3D seismic response of long lined tunnels in half- space显示文摘	STAMOS A A BESKOS D E	1996	Soil Dynamics and Earthquake Engineering1996，15，：	1
16	2D dynamic response of unlined and lined tunnels in poroelastic soil to harmonic body waves 显示文摘	Kattis S E Beskos D E Cheng A H D	2003	Earthquake Engineering and Structural Dynamics2003，32，1：	1
17	Dynamic effect of moving load on a poroelastic soil medium by an approximate method显示文摘	THEODORAKOPOULOS D D CHASSIAKOS A P BESKOS D E	2004	International Journal of Solids and Structures2004，41，：	1
18	Dynamic effects of moving load on a poroelastic soil medium by an approximate method显示文摘	Theodorakopoulos D D Chassiakos A P Beskos D E	2004	International Journal of Solids and Structures2004，41，：	1
19	Dynamic analysis of large 3-D underground structures by the BEM 显示文摘	STAMOS A A BESKOS D E	1995	Earthquake Eng & Struct Dyn1995，24，：	1
20	Dynamic effects of moving load on a poroelastic soil medium by an approximate method显示文摘	THEODORAKOPOULOS D D CHASSIAKOS A P BESKOS D E	2004	International Journal of Solids and Structures2004，41，7：	1

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