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The research development of ultimate strength of hull structure is summarized and the calculation method of ultimate strength of stiffened plate,hull plated grillage and hull girder is analyzed as well as the trial research on ultimate strength of hull structure .

综述了船体结构极限强度的研究现状，分析了加筋板、船体板架和船体梁极限强度的计算方法以及船体结构极限强度的试验研究。

In the face of the ultimate truth, one is expected to know goodness, aspire for goodness as the ultimate goal, have moral reflection and identify oneself with goodness inwardly and finally fulfill the ultimate promise, which is in turn externalized as truthful good deeds and expressed as good character.

本文选取《华严经入法界品》善财童子南五十三善知为题材，以其高尚的品格为学习典范，经由人文关怀与哲学向，阐释佛教的品格教育，期能有助经营自我生命，提升身心以及实现真善美的人生境界。

Based on Berezantzer s question for the ultimate bearing capacity of circular foundation and quoting from the theory answer for the ultimate resistance to the soil sliding around a pile,the theory formula of the ultimate bearing capacity increment of the soil under a strip cap with sparse piles due to the resist and strengthenning action of piles is deduced in this paper.

课题的基础上，引用滑动土体绕过桩时所遇到的极限阻滑力的理论解答，导出了复合桩基圆形承台下地基土极限承载力由于桩的遮拦加强作用而提高的理论公式，并给出相应的计算图表。

Based on Prandtl s question and Terzachi,s question for the ultimate bearing capacity of foundation and combined with the theory answer for the ultimate resistance to thesoil sliding around a pile, the theory formula of the serement of the ultimate bearing capacityof the soil under a strip cap with sparse piles due to the resist and strengthenning action ofpiles is deduced in this paper.

在条形地基极限承载力的Prandtl课题和Terzachi课题的基础上，结合滑动土体绕过桩时所遇到的极限阻滑力的理论解答，导出了疏桩承台下地基土极限承载力由于桩的遮拦加强作用而提高的理论公式。

It will consume lots of CPU time and hard disk space of computer in calculating the ultimate torsional moment of a hull girder by using FEM, especially for the complex structure. The ultimate torsional moment of box thin-walled beam is analyzed by using finite element method. The influences of different characteristic parameters on the ultimate torsional strength are extensively studied.

在船体梁扭转极限承载能力的有限元计算中，对於比较大而且形状复杂的结构，需要采用足够多的单元数来模拟其真实的破坏模态，因而会耗费大量的CPU计算时间和硬盘空间，并且往往因为单元数太多而使数值计算变得不现实。

The results of numerical analysis show that the elastic modular and the poisson ratio have no effect on two-dimensional bearing capacity, but can affect the ultimate bearing capacity of three-dimensional foundations and control the convergence and precision of finite element calculation; the earth pressure coefficient controls the geostatic stress of foundation, sequentially affects the ultimate bearing capacity of foundations and the convergence of numerical calculation. When calculating the ultimate bearing capacity of undrained saturated foundation, the complete formulation exists shear locking, and reduce formulation exists hourglassing, so the hybrid formulation is suitable to imitate the geomaterial. When the soil obeys nonrelevent flow rule, the yielding function is different from potential function, and the elastic-plastic matrix of soil is asymmetric, so the unsymmetry numerical solver and appropriate finite element mesh is required.

研究结果表明，土体弹性模量和泊松比对二维基础极限承载力没有影响，但是影响着三维矩形基础的极限承载力，控制着ABAQUS数值算法的计算精度与收敛速度；地基土压力系数控制着地基土体中的地应力平衡，从而影响着二维条形基础和三维矩形基础的极限承载力和地基破坏包络面；对于不排水饱和软黏土地基，常规的完全积分单元会造成剪力自锁现象，而减缩积分单元则存在过于柔化的现象，故采用杂交单元来模拟较合适；当土体服从非关联流动法则时，屈服函数与塑性势函数之间存在差异，从而导致土体弹塑性矩阵呈现非对称性，在有限元计算中必须采用非对称数值解法，并且合理地划分单元才能对极限承载力进行准确求解。

Model test shows that when raft is the principal bearing element, a single pile with cap has nearly the same behavior with a corresponding unpiled raft when subjected to vertical load. When the load acting on the pile cap exceeds the ultimate pile load, the pile carries less load than it's ultimate pile load. When the load exceeds 2 times of the ultimate pile load, pile is nearly at full capacity.

一、进行了室内模型试验，证明当以桩间土为主承担荷载时，带台单桩的荷载～沉降特性与天然地基上浅基础类似；当外荷载超过单桩极限承载力时单桩并不达到极限承载力，当外荷载超过2倍单桩极限承载力时桩顶反力才接近单桩极限承载力；此后加载台下单桩以接近极限承载力的状态继续承担外荷载。

Therefore, the homologous maximum lateral force and maximum displacement individually represented ultimate lateral force and ultimate displacement. Moreover, when the specimen bore ultimate lateral force, a certain percentage of the dissipating energy was defined as the energy that reinforced concrete columns could dissipate when yielding. As a result, the displacement of the cycle homologizing the dissipating energy when yielding became yield displacement.

至於降伏位移的决定则由以下的方式来决定，利用试体达极限强度时，其所能消散的能量的某一百分比，而此一百分比能消散的能量即定义为钢筋混凝土柱降伏时所能消散的能量，因而降伏时所能消散的能量所对应之循环的最大位移即为降伏位移。

Based on the crack control criterion, the deflection control criterion in ultimate state of service and the strength control in the ultimate state of load-carrying capacity and the nominal steel percentage of section of beam, the formulas for the calculation of the control moment capacity of T-beam and bridge under the limiting deflection condition、the limiting cracking condition and the ultimate strength state were given, respectively.

在提出名义配筋率概念的基础上，基于结构正常使用极限状态的变形控制、裂缝控制，承载能力极限状态下的强度控制，推算不同极限状态下被预测梁的控制弯矩，并建立了桥梁结构承载能力预测方程，从而完成桥梁结构实用动力预测全过程。

In order to research the ship ultimate strength, the ultimate strength of stiffened panel must be considered. And the web buckling and the stiffener tripping are the two main failure forms of stiffened panel. Based on the two main failure forms in this paper, according to the six failure modes of stiffened panel, the ultimate strength is solved by programming, and the failure mode is presented.

船体梁可近似看作是由加筋板组成的薄壁箱型结构，要研究船舶的极限强度，必须考虑加筋板的临界应力，而腹板屈曲和扶强材侧倾是加筋板的两种主要失效模式，本文在分析这两种失效模式的基础上，根据加筋板的六种失效模式，编程求解加筋板的临界应力，并给出其失效模式。

Objective:To compare the response control and attention of Schizophrenic patients with that of the healthy controls by Integrated Visual and Auditorycontinuous performance test. To quantitate the impairment of cognitive function in patients, and to explore the relationship between cognitive function and the severity of the disorder.

目的：探讨精神分裂症病人在IVA持续操作测试中的反应控制能力、注意力等，并与健康人进行比较，从而量化精神分裂症病人的认知功能损害，并进一步探讨其认知功能与疾病严重程度的关系。

Main effective factors including subcooling degree, mechanical vibration, gas hydrate reformation, environment temperature, noncondensing gas and surfactant are analyzed.

指出过冷度、机械振动、重复生成水合物、环境温度、不凝性气体、添加剂是影响气体水合物生成的主要因素，还对R152a水合物的放冷进行了实验研究。