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158篇 您的检索式:作者名="BESKOS D E"
    题名 作者 年代 出处 被引量
1Dynamic 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 2004International Journal of Solids and Structures2004,41,:1
2Boundary element methods in dynamic analysis显示文摘Beskos D E 0,,03:1
33-D seismic response analysis of long lined tunnels in half-space 显示文摘Stamos A A Beskos D E 1996Soil Dynamics and Earthquake Engineering1996,15,2:1
4Dynamics and stability of plane trusses with gusset plates显示文摘Beskos D E 1979Computers & Structures1979,10,5:1
5Dynamic behavior of nearly saturated porous media显示文摘VARDOULAKIS I BESKOS D E 1986Mechanics of Materials1986,,5:1
6Soil-structure interaction effects on seismic inelastic analysis of 3-D tunnels显示文摘Hatzigeorgiou G D Beskos D E 2010Soil Dynamics and Earthquake Engineering2010,30,9:1
7Vibration isolation by a row of piles using a 3 - D frequency domain BEM 显示文摘Kattis S E Polyzos D Beskos D E 1999International Journal for Numerical Methods in Engineering1999,46,5:1
8Modelling of pile wave barriers by effective trenches and their screening effectiveness 显示文摘Kattis S E Polyzos D Beskos D E 1999Soil Dynamics and Earthquake Engineering1999,18,1:1
9Vibration isolation by a row of piles using a 3-D frequency domain BEM显示文摘Kattis S E Polyzos D Beskos D E 1999International Journal for Numerical Methods in Engineering1999,46,5:1
102D 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 2003Earthquake Engineering and Structural Dynamics2003,32,1:1
11Modelling of pile wave barriers by effective trenches and their screening effectiveness显示文摘KATTIS S E POLYZOS D BESKOS D E 1999Soil Dynamics and Earthquake Engineering1999,18,:1
12Dynamic behavior of nearly saturated porous media显示文摘VARDOULAKIS I BESKOS D E 1986Mechanics of Materials1986,50,:1
13Integral equations for dynamic poroolasticity in frequency domain with BEM solution显示文摘CHENG A H D BADMUS D E BESKOS D E 1991Journal of Engineering Mechanics ASCE1991,117,5:1
14On the theory ofconsolidation with double porosity 显示文摘KHALED M BESKOS D AIFANTIS E 1984InternationalJournal for Numerical and Analytical Methods inGeomechanics1984,,20:1
15Vibration isolation by a row of piles using a 3-D frequency domain BEM显示文摘KATTIS S E POLYZOS D BESKOS D E 1999International Journal for Numerical Methods in Engineering1999,46,:1
16Boundary Element Method in Dynamic Analysis:PartⅡ显示文摘Beskos D E 1997AMSE Appl Mech Rev1997,50,:1
17Dynamic behavior of nearly saturated porous media显示文摘VARDOULAKIS I BESKOS D E 1986Mechanics of Materials1986,5,1:1
18Vibration isolation by a row of piles using a 3-D frequency domain BEM显示文摘KATTIS S E POLYZOS D BESKOS D E 1999International Journal for Numerical Methods in Engineering1999,46,5:1
19Harmonic wave response of two 3 - D rigid surface foundations 显示文摘Qian J Beskos D E 1996Soil Dynamics and Earthquake Engineering1996,15,:1
20Vibration isolation by a row of piles using a 3 - D frequency domain BEM 显示文摘Kattis S E Polyzos S Beskos D E 1999International Journal of Numerical Methods Engineering1999,46,:1
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