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157篇 您的检索式:作者名="YOSHIMINE M"
    题名 作者 年代 出处 被引量
1统一强度理论的发展及其在土木水利等工程中的应用和经济意义显示文摘统一强度理论是在中国本土原创产生和发展起来的关于材料强度和结构强度的系统新理论。它从连续统力学最基本的单元体力学模型开始,到数学建模方法,理论公式的表述,以及一系列新的理论公式都不同于以往的各种理论。它将以往各种适合于某一类材料的单一强度理论推进为可以适合于多种材料的统一强度理论。经过40多年的发展,它不仅自己形成了系统的理论,而且将很多著名的理论包容其中,形成了范围更宽广、功能更强大的理论体系。由于它具有一个统一的力学模型,清晰的物理意义,简单的线性数学表述式,能反映材料的基本特性,即SD效应(不同的抗拉强度和抗压强度)、静水应力效应、正应力效应、中间主应力效应和中间主剪应力效应,以及结构强度分析的破坏准则效应,并且与现有的实验数据相吻合,能容易地适合许多新情况;此外,统一强度理论既容易用来取得解析解,也容易用于计算机程序取得数值解。统一强度理论已被推广应用于很多领域。在连续介质和工程应用的框架下对统一强度理论的发展及其在土木工程中的应用和经济意义进行较为系统的小结。俞茂宏 Oda Y 盛谦 沈俊 顾金才 李小春 李庆斌 周小平 蒋锁红 张永兴 董毓利 刘继明 景宏君 Yoshimine M 徐栓强 2005建筑科学与工程学报2005,22,1:28
2The shaping effects of three nickel-titanium rotary instruments in simulated S-shaped canals 显示文摘Yoshimine Y Ono M Akamine A 2005J Endod2005,31,5:1
3Applicaton of a rigid endoscope to the microsurgical management of 54 cerebral aneurysms: results in 48 patients 显示文摘TANIGUCHI M TAKIMOTO H YOSHIMINE T 1999J Neurosurg1999,91,2:1
4Effects of principal stress direction and intermediate principal stress on undrained shear behavior of sand显示文摘YOSHIMINE M ISHIHARA K VARGAS W 1998Soils and Foundations1998,38,3:1
5Altered expres- sion of antithrombotie molecules in human glioma vessels显示文摘ISAKA T YOSHIMINE T MARUNO M 1994Acta Neuropathol1994,87,1:1
6Effects of principal stress direction and intermediate principal stress on undrained shear behavior of sand显示文摘YOSHIMINE M ISHIHARA K VARGAS W 1998Soils and Foundations1998,38,3:1
7The effect of laser irradiation for nucleus pulposus:an experimental study显示文摘Iwatsuki K Yoshimine T Sasahi M 2005Neurol Res2005,27,3:1
8Application of a rigid endoscope to the microsurgical management of 54 cerebral aneurysms:results in 48 patients显示文摘Taniguchi M Takimoto H Yoshimine T 1999J Neurosurgery1999,91,2:1
9Evaluation of Settlements in Sand Deposits Following Liquefaction during Earthquakes 显示文摘Ishihara K Yoshimine M 1992Soils and Foundations1992,32,1:1
10The shaping effects of three nickel-titanium rotary instruments in simulated S-shaped ca- nals 显示文摘Yoshimine Y Ono M Akamine A 2005J Endod2005,31,5:1
11Flow potential of sand during liquefaction显示文摘YOSHIMINE M ISH1HARA K 1998Soils and Foundations1998,38,3:1
12The C3H4 surface显示文摘Honiou H Pacansky J Yoshimine M 1984J Am Chem Soc1984,106,18:1
13Effects of principal stress direction and intermediate principal stress on undrained shear behavior of sand显示文摘Yoshimine M Ishihara K Vargas W 1998Soils and Foundations1998,28,3:1
14Effects of principal stress direction and intermediate principal stress on undrained shear behavior of sand显示文摘YOSHIMINE M ISHIHARA K VARGAS W 1998Soils and Foundations1998,38,3:1
15Effects of Principal Stress Direction and Intermediate Principal Stress on Undrained Shear Behavior of Sand显示文摘Yoshimine M Ishihara K Vargas W 1998Soils and Foundations1998,38,3:1
16Effects of principal stress direction and intermediate principal stress on undrained shear behavior of sand显示文摘YOSHIMINE M ISHIHARA K VARGAS W 1998Soils and Foundations1998,38,3:1
17In vitro comparison of the biocompatibility of mineral trioxide aggregate,4META/MMA-TBB resin,and intermediate restorative material as root-end-filling materials显示文摘Yoshimine Y Ono M Akamine A 2007J Endod2007,33,9:1
18The shaping effects of three Nickel- Titanium rotary instruments in simulated S-Shaped canals 显示文摘Yoshimine Y Ono M 2005Journal of Endodonties2005,31,5:1
19De- crease in N acetylaspartate without commensurate accumulation of acetate in focal cerebral ischemia in rat显示文摘Nonaka M Yoshimine T Kumura E 1999Neurol Res1999,21,8:1
20The shaping effects of three nickel - titanium rotary instruments in simulated s - shaped canals显示文摘Yoshimine Y Ono M Akamine A 2005J Endodon2005,31,5:1
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