On the basis of the subject - experience approach of liang shuming , this paper not only explains deeply the internal contradictions and tensions in his thought , but also reveals the depth of his ideological characteristics and its connection with the subject - experience theory , which highlights his thought more comprehensively and clearly 摘要以梁漱溟主体体验式的研究方法为切入点，通过对梁漱溟独特思想理路的深入分析，进一步阐明了梁漱溟思想的内在矛盾与紧张，深刻揭示了其主体体验式理路与其思想特征的关系，使梁漱溟思想内涵得到更加全面而清晰的凸现。
On the methodological bases of simpatico comprehension and positive rational criticism , this thesis combs and explains liang shuming ' s ideas of ultimate concern from multi - dimensions , especially from the three perspectives of confucianism , buddhism and taoism , analyzing his related practical activities and investigating the reasons for forming his ideas such as the influences of families , times , and social cultural traditions . thus , the ideas of ultimate concern of " the last confucian " and his latent worrying mentality are showed clearly , and his hard train of thought for pursuing for the confucian ideas , that is , the inside integrated personality and the outside activities reforming society , was returned to original condition 本文以同情的理解和(积极意义上)理性的批判为方法论依据，对梁漱溟终极关怀思想，特别是从儒释道三方面资源进行了多角度梳理和阐释，并系统分析了他的关实践活动，考察了其思想形成的原因? ?包括家庭、时代、社会文化传统等方面的影响，从而凸显出这位“最后的儒家”的终极关怀及隐藏在背后的忧患意识，还原了他追求儒家“内圣外王”的艰难心路历程。
In the forth chapter , which is the kernel of this paper and embodies innovation of the paper ' s work , it analyses system by the object - oriented technique and builds the object model of beam bridge structure analysis , and implements foundation classes of system , and finishes design of data structure and interface layout of system , and introduces the method to implement graphic program in the system 第4章是本文研究的核心部分，主要采用面向对象的方法对梁桥施工控制系统进行分析，建立梁桥结构分析的对象模型，实现了梁桥施工控制系统的类库，完成系统的数据结构设计和界面设计，介绍了系统图形程序的实现方法，是本论文具有创新意义工作的体现。
Abstract : it is a difficult problem to arrange a lot of deformed bars in a narrow section . in foreign codes , it is solved with abreast - arranging deformed bars , but there not be definite answer about influence that the abreast - arranging deformed barsto bearing capacity . in our country , the research about abreast - arranged deformed bars began from the first 1980s . some achievements have been gained from studies about anchor performance . but study about beams bearing capacity and rigidity is not enough . the experiments of 10 beams using abreast - arranged deformed bars and 3 contrast ones are done . the influence that the abreast - arranging deformed bars to bearing capacity of beams is analyzed . three points of division loading have been adopted . the results prove that the bearing capacity of beams decrease by using abreast - arranged deformed bars at a degree from 10 % to 15 % . through statistical analysis , format on bearing capacity of abreast - arranged beams is recommended and reliability of format is analyzed 文摘:在较小截面内单根排列钢筋比较困难，国外规范大都采用并筋解决，但对并筋后对承载力的影响未作明确规定，我国并筋梁的承载力和刚度研究较少.通过对10根并筋梁和3根对照梁的受弯承载力的试验，分析并筋对梁的受弯承载力的影响，试验采用三分点加载，结果表明，与对照梁相比，并筋梁的受弯承载力有所降低，降幅在10 % 15 %之间，通过统计分析，给出了并筋梁受弯承载力的建议公式，并对建议公式进行了可靠度分析
Through the experimentation for the physical performance of cfpb masonry under local compression , the author has observed the deformation and failure of cfpbm . based on the mathematical statistics and regression analysis of the experimental data , the author derived a feasible and common formula for counting the cfpbm ' s local compression strength regarding the different local compression locations , analyzed stress distribution of local bearing masonry under beams end , and provided the calculating formula on effective supporting length of beam end in brick masonry . as the results of experiments demonstrate , owing to the cfpb ' s own holes " system , the beneficial effects , the bounding effect of surrounding masonry and the spread effect of force , have not developed completely 试验结果分析表明：由于多孔砖自身的孔洞结构，砌体内部的围箍作用和力的扩散作用未得到充分发挥，局压强度虽较轴心受压强度有所提高，但仍低于同情况下实心砖的局压强度；当有上部荷载作用时，对砌体局压有利的悬臂卸荷作用和内拱卸荷作用均不明显，因此在推导梁端局压强度计算公式时，未考虑此可能存在的有利影响，计算偏安全；局压强度提高系数公式除采用规范公式（二项式）的表达式，还用对数式进行了回归推导，得到了一个较为普遍的公式；论文还对梁端局压的梁端有效支承长度计算公式进行了回归推导。
Based on the test of 3 concrete beams reinforced with surface adhering sand carbon fiber bar and 2 concrete beams reinforced with surface adhering sand glass fiber bar , the deflection , balanced reinforcement ratio , failure mode , and ultimate capacity were analyzed and corresponding formulas are recommended 摘要以3根粘砂碳纤维聚合物筋混凝土梁和2根粘砂玻璃纤维聚合物筋的试验为依据，分析了纤维聚合物筋混凝土梁的挠度变形和破坏形式，以及界限配筋率和正截面承载力；并结合我国混凝土结构设计规范对梁的正截面承载力计算公式进行了推导。
Also it has very important significance to other structure form such as continuous beam . though the continuous beams can restrict their displacement for each other , and the beam ' s falling will hardly happen , the displacement of the pier ' s top will make a great influence on the internal force ' s distribution , which will cause the structure ' s partial damage 同样对于连续梁等其它结构而言，虽然连续梁桥中梁与梁之间能够相互约束位移，不易发生落梁震害，但墩顶在地震时的位移将对梁的内力分布产生极大影响，有发生局部破坏危险的不利处。
Through the experimental and theoretical analyzing results , the conclusion can be summarized as follows . 1 ) the yielding load and ultimate bearing capacity of the beam are not affected by the value of the load under that load the cfrp sheets were retrofitted , but the value will affect the stiffness of the beam , especially the average tangent stiffness after rebar yielding . 2 ) the stiffness of cracked beams retrofitted with cfrp sheets is larger than that of the normal rc beams 通过试验结果分析发现，采用cfrp加固的钢筋混凝土梁的刚度较普通钢筋混凝土梁的刚度有明显提高，纤维布对承受以抗弯为主的构件具有增强刚度、控制挠度的作用；纤维加固时梁所承受的荷载大小，即加固时梁内已存在的弯曲裂缝的宽度对梁的屈服荷载及极限承载力影响不是很大，但对梁的刚度有较大影响，特别是对纵筋屈服后的刚度影响较大。
This paper analyzes the reason of flourish in the literary world of the liang dynasty , probes that wudi ( an emperor of the hang dynasty ) plays the role in and exerts influence on the literary circle , and believes that the emperor has done great help to promote the literature flourish by carrying back literary advance and organizing literary activities 摘要分析了梁代文坛繁荣的原因，考察了梁武帝在其中所起的作用和影响，认为梁武帝提携文学后进和组织文学活动等举措对梁代文坛的繁荣起了直接的推动作用。
