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140篇 您的检索式：作者名="Pietruszczak"

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	题名	作者	年代	出处	被引量
1	A new numerical procedure for elasto-plastic analysis of a circular opening excavated in a strain-softening rock mass显示文摘	Youn-Kyou Lee S. Pietruszczak	2007	Tunnelling and Underground Space Technology incorporating Trenchless Technology Research2007，，5：	2
2	Formulation of anisotropic failure criteria incorporating a microstructure tensor显示文摘	Pietruszczak S Mroz Z	2000	Computers and Geotechnics2000，26，：	1
3	Modelling of sand behavior under earthquake excitation显示文摘	PIETRUSZCZAK S STOLLE D F E	1987	Int J Numer Analyt Methods Goemech1987，11，：	1
4	Bearing capacity of shallow foundations in transversely isotropic granular media显示文摘	AZAMI A PIETRUSZCZAK S GUO P	2010	International Journal for Numerical and Analytical Aethods in Geomechanics2010，34，8：	1
5	On the undrained response of granular soil involving localized deformation显示文摘	Pietruszczak S	1995	J Eng Mech ASCE1995，114，：	1
6	On anisotropy of stratified rocks:homogenization and fabric tensor approach显示文摘	Lydzba D Pietruszczak S Shao J F	2003	Computers and Geotechnics2003，30，：	1
7	Finite element analysis of deformation of strain-softening materials显示文摘	PIETRUSZCZAK S T MROZ Z	1981	International Journal for Numerical Methods in Engineering1981，17，3：	1
8	A new numerical pro- cedure for elasto-plastic analysis of a circular opening excavated in a strain-softtening rock mass显示文摘	LEE Y K PIETRUSZCZAK S	2008	Tunnelling and Underground Space Technology2008，23，5：	1
9	On the description of localized deformation显示文摘	PIETRUSZCZAK S NIU X	1993	International Journal for Numerical and Analytical Methods in Geomechanics1993，17，11：	1
10	An elastoplastic constitutive model for concrete显示文摘	Pietruszczak S Jiang J Mirza F A	1988	International Journal of Solids and Structures1988，24，7：	1
11	A Generalized Flow Thoery for Sand显示文摘	Poorooshasb H B Pietruszczak S	1986	Soil and Foundation1986，26，2：	1
12	A new numerical procedure for elasto-plastic analysis of a circular opening excavated in a sWain-softening rock mass显示文摘	YOUN-KYOU L PIETRUSZCZAK S	2008	Tunnelling and Underground Space Technology2008，23，5：	1
13	On the description of localized deformation显示文摘	Pietruszczak S Niu X	1993	Int J Numer Analyt Meth Geomech1993，17，：	1
14	A mathematical description of macroscopic behaviour of brick masonry 显示文摘	Pietruszczak S Niu X	1992	International Journal of Solids and Structures1992，29，5：	1
15	Modelling of sand behavior under earthquake excitation显示文摘	Pietruszczak S Stolle D F E	1987	International Journal for Numerical and Analytical Methods in Geomechanics1987，11，3：	1
16	An elastoplastic constitutive model for concrete显示文摘	PIETRUSZCZAK S JIANG J MIRZA F A	1988	International Journal of Solids and Structures1988，24，7：	1
17	A new numerical procedure for elasto-plastic analysis of a circular opening excavated in a strain-softening rock mass显示文摘	Youn-Kyou Lee S. Pietruszczak	2007	Tunnelling and Underground Space Technology incorporating Trenchless Technology Research2007，，5：	1
18	Formulation of anisotropic failure criteria incorporating a microstructure tensor显示文摘	Pietruszczak S Mroz Z	2000	Computers and Geotechnics2000，26，：	1
19	Modeling of inherent anisotropy in sedimentary rocks显示文摘	PIETRUSZCZAK S LYDZBA D SHAO J F	2002	International Journal of Solids and Structures2002，39，：	1
20	A new numerical procedure for elasto-plastic analysis of a circular opening excavated in a strain-softening rock mass显示文摘	Lee Y K Pietruszczak S	2008	Tunnelling and Underground Space Technology2008，23，：	1

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