钢筋混凝土框架抗震模型分析

介绍了分离式、组合式、整体式3种钢筋混凝土有限元模型，通过对整体式模型的详细分析，推导出适舍该模型的线性单元矩阵，并得出一些工程中有用的结论。     

Stochastic algorithms with armijo stepsizes for minimization of functions

Stochastic algorithms for optimization problems, where function evaluations are done by Monte Carlo simulations, are presented. At each iteratex _i, they draw a predetermined numbern(i) of sample points from an underlying probability space; based on these sample points, they compute a feasible-descent direction, an Armijo stepsize, and the next iteratex _i+1. For an appropriate optimality function , corresponding to an optimality condition, it is shown that, ifn(i) , then (x _i) 0, whereJ is a set of integers whose upper density is zero. First, convergence is shown for a general algorithm prototype: then, a steepest-descent algorithm for unconstrained problems and a feasible-direction algorithm for problems with inequality constraints are developed. A numerical example is supplied.     

On the global optimization properties of finite-difference local descent algorithms

The paper is devoted to the convergence properties of finite-difference local descent algorithms in global optimization problems with a special -convex structure. It is assumed that the objective function can be closely approximated by some smooth convex function. Stability properties of the perturbed gradient descent and coordinate descent methods are investigated. Basing on this results some global optimization properties of finite-difference local descent algorithms, in particular, coordinate descent method, are discovered. These properties are not inherent in methods using exact gradients.The paper was presented at the II. IIASA-Workshop on Global Optimization, Sopron (Hungary), December 9–14, 1990.     

A modified steepest descent method with applications to maximizing likelihood functions

In maximizing a non-linear function G(), it is well known that the steepest descent method has a slow convergence rate. Here we propose a systematic procedure to obtain a 1–1 transformation on the variables , so that in the space of the transformed variables, the steepest descent method produces the solution faster. The final solution in the original space is obtained by taking the inverse transformation. We apply the procedure in maximizing the likelihood functions of some generalized distributions which are widely used in modeling count data. It was shown that for these distributions, the steepest descent method via transformations produced the solutions very fast. It is also observed that the proposed procedure can be used to expedite the convergence rate of the first derivative based algorithms, such as Polak-Ribiere, Fletcher and Reeves conjugate gradient methods as well.     

复杂框支剪力墙结构模型试验

针对某楼板开洞的复杂框支剪力墙结构高层商住楼制作了1／20整体试验模型，进行了模型的振动台试验，得到了结构在不同裂度地震作用下的加速度、速度、位移及应力一应变曲线，分析了结构的动力特性和动力荷载下的受力特点。研究结果表明，合理的楼板开洞可有效减小转换层以上结构的侧向刚度，避免结构沿竖向产生较大的刚度突变。     

地基液化的处理措施

砂土地基在地震动荷载作用下会发生液化，使地基丧失承载力，建筑物产生大量不均匀沉降，造成建筑物开裂、倾斜或破坏，国家财产和人民生命遭受损失。通过分析液化的形成条件及本身特性，提出了在设计中全部消除地基波化沉陷，部分消除地基液化沉陷和减轻液化影响的措施。     

供水管网震害预测

根据历史震害资料，分析了供水管道震害特点，提出供水管道震害划分标准，给出供水管道震害预测模型，并对供水网络进行震害分析。     

带有耗能器的基底滑动结构隔震效果研究

对带有基底滑动隔震系统及耗能器系统的结构进行了研究，建立了三种情况下的数学模型，推导了有关公式，并编制了相应的计算程序，研究了一座四层建筑物在ＥｌＣｅｎｔｒｏ地震波作用下的位移响应，加速度响应、层间剪力响应等，考虑了不同摩擦系数、不同加速度峰值及附加耗能器不同参数时对结构隔震效果的影响。并与相应的线生结构进行了比较，通过计算分析，得出结构隔震和耗能的有关结论。     

三峡水库诱发地震研究综述

三峡水利枢纽规模宏大,举世瞩目,具有巨大的防洪、发电、航运等综合效益,是开发治理长江的骨干工程.三峡工程已于2003年6月蓄水、永久船闸通航,7月第一批机组发电;2009年全部工程竣工投产.三峡水库已初步形成,随着蓄水位上升,库容加大,诱发水库地震的可能性也将加大.根据最大历史地震震级并适当加权,确定库区最大可信地震为6级左右.在仙女山和九湾溪断裂一带(距坝址为18 km)存在诱发地震的可能,震级MS=5.0~5.8级.对坝址所受影响烈度为Ⅵ度,不会对按烈度Ⅶ度设防的枢纽主要建筑物构成直接威胁.必须加强对三峡水库诱发地震的研究、监测及预报,预防地震及地质灾害,确保工程建设及运行安全,构建和谐社会,确保长治久安.本文搜集国内外及三峡水库有关地震研究、监测及预报资料,对三峡水库诱发地震研究进行综述,供参阅指正.