短纤维及混杂纤维砂浆轴向拉伸试验研究

采用自行设计的试验加载装置，对在砂浆中分别掺人钢纤维、PVA纤维以及同时掺人两种纤维的水泥基复合材料进行了直接拉伸试验，成功地获得了完整的应力-应变全曲线．数据采集采用动态应变测试系统，结果表明，在砂浆中掺人钢纤维．可以大大提高基体的抗拉强度及韧性，试件的最终破坏取决于钢纤维与基体之间的界面粘结强度；在砂浆中掺人PVA纤维对提高基体的抗拉强度有限，但却可以较大幅度地提高基体的韧性，试件的破坏是随着纤维的逐渐断裂而破坏。混杂纤维增强砂浆的破坏形式则是由基体、钢纤维、PVA纤维的材料特性共同决定。     

钢桁架拱结构固有振动分析

采用有限元分析软件ANSYS对一种钢桁架拱结构进行固有振动分析,同时将钢桁架拱看作倒置的劲性索结构,采用劲性索结构的分析理论--能量变分法分析这类结构的频率,并将得到的结果进行了比较.结果表明,把研究劲性索时推出的计算公式用于桁架拱结构的固有振动分析可取得较好的结果,具有很高的精度,基频误差一般在5%以内,为该类结构的抗震与抗风验算提供了一种新的思路和方法.     

基于摇摆核心提升分层装配式钢框架结构抗震性能的设计方法

利用摇摆核心可控制分层装配式钢框架结构在罕遇地震作用下的失效模式。提出了摇摆核心-分层装配式钢框架结构体系的平面布置形式及连接构造。通过参数化非线性时程分析，对摇摆核心刚度对结构最大位移响应及层间位移分布形式的影响进行了分析，结果表明，摇摆核心可以有效控制结构在地震作用下的层间变形模式，且随着摇摆核心刚度的增大，结构的层间变形也越均匀。提出了可以综合考虑结构最大位移响应及结构层间变形模式的结构抗震性能评价参数及摇摆核心需求刚度计算方法。     

预应力梁受柱抗侧刚度影响分析及设计建议

有限元分析表明 ,由于受柱抗侧移刚度的影响 ,预应力混凝土梁中的有效预应力有较大削减 ,预应力混凝土梁的实际承载力降低 ,合理的设计必须考虑柱侧向刚度的影响。     

电力系统中长期过程动态仿真的组合积分算法

电力系统中长期过程具有非线性、强刚性的特点,其仿真时间框架长,与电力系统机电暂态过程相比,中长期过程对数值积分算法的数值稳定性、收敛性和计算效率的要求更高。针对此问题,将隐式梯形积分法和多步高阶隐式Taylor级数法进行组合,提出新的组合积分算法。在机电暂态过程采用隐式梯形积分法,在中长期过程采用多步高阶隐式Taylor级数法。算例仿真与分析结果验证了新组合积分算法的有效性和可行性。     

A projection method for the numerical solution of linear systems in separable stiff differential equations

This paper deals with the efficient implementation of implicit methods for solving stiff ODEs, in the case of Jacobians with separable sets of eigenvalues. For solving the linear systems required we propose a method which is particularly suitable when the large eigenvalues of the Jacobian matrix are few and well separated from the small ones. It is based on a combination of an initial iterative procedure, which reduces the components of the vector error along to the nondominant directions of J and a projection Krylov method which reduces the components of the vector error along to the directions corresponding to the large eigenvalues. The technique solves accurately and cheaply the linear systems in the Newton's method, and computes the number of stiff eigenvalues of J when this information is not explicitly available. Numerical results are given as well as comparisons with the LSODE code.     

厚煤层坚硬顶板采场矿压显现规律分析

以某矿2303厚煤层坚硬顶板工作面为分析对象,从工作面顶板来压特征、支柱工作阻力状况和超前支护工作阻力等方面对该工作面矿压显现规律进行研究,为具有类似地质条件的厚煤层坚硬顶板工作面的高产、高效及安全生产提供技术条件和理论支持。     

论劲型钢柱施工工艺

以某集团办公楼为研究背景,从钢柱下料、焊接、吊装等方面入手,对劲型钢结构施工阶段的工艺进行了阐述,着重强调了在加工车间和施工现场吊装、焊接要点,为今后类似工程的施工提供了参考借鉴。     

Seismic performance of torsionally stiff and flexible multi‐story concentrically steel braced buildings

It is expected that application of torsion provisions in typical seismic codes shows different levels of efficiency for torsionally stiff and flexible buildings. This paper studies difference in performances of a range of code designed torsionally stiff and flexible five‐story building models. The models are classified in eight configurations to cover common range of buildings designed with the seismic provisions of Iranian Standard 2800 as a typical seismic design code. Seismic nonlinear dynamic time history behavior of eight building models subjected to seven horizontal bi‐directional design spectra compatible ground motions is investigated. These models cover a wide band of very torsionally stiff to very flexible buildings. Response parameters are element ductility demand and building story drift ratio. These criteria are appropriate indices for structural and nonstructural damages, respectively. The results indicate that the present linear static procedure of building codes such as the Iranian Standard 2800 is not generally adequate for structures with very low torsional stiffness. Copyright © 2012 John Wiley & Sons, Ltd.     

采空区煤柱-顶板系统失稳的力学分析

基于温克尔假设，将坚硬顶板视为弹性板（突破将坚硬顶板视为弹性梁的传统思想），将煤柱等效为连续均匀分布的支撑弹簧，从而形成煤柱-顶板相互作用系统.同时，将煤柱视为应变软化介质，采用近似的Weibull分布描述它的损伤本构模型，依据板壳理论和非线性动力学理论对采空区煤柱-顶板系统失稳机理进行了研究，得出了系统失稳的突变机制，并给出了系统失稳的数学判据和力学条件.最后以马脊梁矿为工程实例进行分析，结果表明,理论分析与工程实测数据吻合颇好.