Based on the experiment of full - sized cshb walls under lateral and vertical loads , initial crack - resisting stiffen formula was deduced by considering the influence of concrete beams , concrete core columns , structural columns , vertical pressure and window ( or door ) . the results calculated from the formula were fit well with the experimental results . by the analysis of displacement at initial crazing , probability statistical mode and its parameters of relative displacement angle were presented 在介绍和总结本课题的室内足尺寸单片墙抗侧力性能试验的基础上，考虑了圈梁、芯柱、构造柱和墙体正压力、开门窗洞等因素对抗侧刚度的影响，提出了综合各种因素的初裂抗侧刚度公式，与试验结果具有很好的一致性；结合试验的初裂位移分析，给出了层间相对位移角的概率统计模式及相应的统计参数，提出了小砌块建筑层间位移角的控制标准。
The resistance attenuation of each element is considered in the design process , and the statistical parameters of the elements are assumed to be the same as the investigated results of china . in the process of the calculating of the element reliability attenuation in expected service life , several load combination and different load ratio of dead load to live load are considered . in order to ensure that structure reliability in expected service life satisfies the requirement of today ’ s code , a method of choosing the initial reliability index of structure basing on the length of expected service life and the structure resistance attenuation is proposed and the corresponding durability reduction factor is chosen by an optimum algorithm 根据我国现行建筑结构可靠度设计原理,考虑耐久性退化影响因素,设计了抗力统计参数与我国调查结果一致的五种代表性钢筋混凝土构件,考虑多种荷载效应组合以及不同荷载效应比,研究了不同使用期内代表性构件的可靠度变化规律;为保证预期使用期内结构可靠度水平仍可满足现行规范要求,提出了根据预期使用期和抗力衰减幅度确定结构设计可靠度指标的方法,并通过优化的方法确定了预期使用期内的耐久性折减系数,给出了预期使用期结构可靠度设计的实用设计方法。
On the base of reviewing kinds of statistical parameter , we developed a hybrid statistical technique adapted to chinese - english parallel corpora for the high - frequence content words , and adequately used dictionary information for the low - frequence content word . at last , we used the competitive linking algorithm and achieved the better result 在详细考察各类统计参数的基础上，对高频实词提出了适合于汉英两个不同体系语言的一种混合的统计方法，而对低频实词则充分利用词典获取对应信息，最后采用一种综合的基于竞争链接的对应算法，取得了较好的效果。
Correlative function method and variable function method are used to calculate the relevant range of soil layer . the limit capacity of bored pile is determined by the cone penetration tests ( cpt ) and the static loading tests and related statistics parameters are also evaluated . considering the effects of group piles , the action effect is calculated by the settlement of pile foundation and the reliability index of single pile as well as group piles is determined by monte - carlo method 本文选择临近场地的四座高层建筑地基的全部勘测资料，以沿深度方向的一维平稳高斯随机场作为桩基土层土性参数的数学模型，利用相关函数法和变异函数法计算土层的相关范围，由cpt和静载试验结果综合确定钻孔灌注桩的极限承载力，进而对相同场地各试桩的承载力进行折算后检验其概率分布，并估计有关统计参数：考虑群桩效应确定桩基承载力，由桩基沉降反算其作用效应，由monte - carlo方法计算单桩及群桩的可靠指标。
The aim of the analysis of wind - induced vibration is to make sure that the construction can work well . according to the dynamic response characters , the statistic parameters of tall ( high rise ) building under wind loads are deduced and the structure dynamic reliability under a gusty wind is acquired through the theory of extreme values and the normal distribution method 抗风分析的最终目的是使结构能够正常工作，针对高层、高耸结构的风振响应的特点，推导出动响应统计参数的计算公式，并采用正态分布法分析了一次强风作用下的结构可靠度。
Making use of the mathematical statistics analysis , probability distributions and statistical parameters of the sustained and transient quality of residential floor live load is studied . thereby the distributed models and parameters of the sustained live load and the transient live load on residential floor are obtained at design reference period t = 50 years and t = 100 years 利用数理统计方法，研究了典型住宅结构楼面持久性活荷载和临时性活荷载的概率分布和统计参数，建立了设计基准期t = 50年和t = 100年时楼面持久性活荷载和楼面临时性活荷载的概率分布模型，并确定了模型参数。
