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393篇 您的检索式：作者名="Ugai"

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	题名	作者	年代	出处	被引量
1	高阶流形方法及其应用显示文摘流形方法是一种可进行连续与非连续变形问题分析的灵活而有效的数值计算方法。本文详细地推导了二阶流形方法的具体计算列式,分别开发了一阶流形方法与二阶流形方法的计算程序.通过实例计算表明:提高覆盖函数的阶次可有效地提高流形方法的计算精度。	田荣栾茂田杨庆 Keizo Ugai	2001	工程力学2001，18，2：	14
2	Role of Osteoprotegerin and Receptor Activator of Nuclear Factor-kB Ligand in Bone Loss Related to Advanced Chronic Obstructive Pulmonary Disease显示文摘	Ludmila Ugay Evgenia Kochetkova Vera Nevzorova Yuliya Maistrovskaia	2016	Chinese Medical Journal2016，，14：	9
3	Three-dimensional base stability of rectangular excavations in soft soils using FEM显示文摘	Hamdy Faheem Fei Cai Keizo Ugai	2004	Computers and Geotechnics2004，，2：	2
4	Two-dimensional base stability of excavations in soft soils using FEM显示文摘	FEHEEM H CAI F UGAI K	2003	Computers and Geotechnics2003，30，2：	1
5	Three-dimensional analysis of traffic-induced ground vibrations 显示文摘	Hanazato T Ugai K Mori M	1991	Journal of Geoteehnical Engineering1991，117，8：	1
6	Three-dimensional base stability of rectangular excavations in soft soils using FEM 显示文摘	FEHEEM H CAI F UGAI K	2004	Computers and Geotehcnics2004，31，1：	1
7	Effects of the quantitative easing poli- cy: a survey of empirical analyses 显示文摘	HIROSHI UGAI	2007	Bank of Japan Monetary and Economic Studies2007，，25：	1
8	Numerical analysis of rainfall effects on slope stability显示文摘	CAI F UGAI K	2004	International Journal of Geomechanics2004，4，2：	1
9	Numerical analysis of rainfall effects on slope stability显示文摘	CAI F UGAI K	2004	Intemational Joumal of Geomechanics2004，4，2：	1
10	A method of calculation of total factor of safety of slopes by Elastic-Plastic FEM 显示文摘	Ugai K	1989	Soils and Foundations JGS1989，29，2：	1
11	A method of calculation of total factor of slopes by elasto-plastic FEM显示文摘	UGAI K	1989	Soils and Foundations1989，29，2：	1
12	A method of calculation of total factor of safety of slope by elasto-plastic FEM 显示文摘	Ugai K	1989	Soil and Founda- tions1989，29，2：	1
13	A method of calculation of total factor of safety of slopes by elaso-plastic FEM 显示文摘	Ugai K	1989	Soils and Foundations1989，29，2：	1
14	Two-dimensional Base Stability of Excavations in Soft Soils Using FEM 显示文摘	Faheem H Cai F Ugai K	2003	Computers and Geotechnics2003，30，2：	1
15	Base stability of circular excavations in soft clay 显示文摘	Fei Cai Keizo Ugai Toshiyuki Hagiwara	2002	Journal of geotechnical and geoenvironmental engineering American Society of Civil Engineers2002，128，8：	1
16	A method of calculation of total factor of safety of slopes by elasto-plastic FEM显示文摘	UGAI K	1992	Soils and Foundations1992，3，1：	1
17	Numerical analysis of the stability of a slope reinforced with piles 显示文摘	CAI Fei UGAI K	2000	Soils and Foundations2000，40，1：	1
18	A method of calculation of total factor of safety of slopes by elaso-plastic FEM显示文摘	Ugai k	1989	Soils and Foundations1989，29，2：	1
19	A method of calculation of total safety factor of slopes by elastoplastic FEM显示文摘	Ugai K	1989	Soils and Foundation1989，29，2：	1
20	Effect of horizontal drains on slope stability under rainfall by three-dimensional finite element analysis显示文摘	CAI F UGAI K WAKAI A	1998	Computers & Geotechnics1998，23，：	1

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