基于离散单元法的群楼拆除爆破仿真模拟

基于青岛开发区一商场爆破工程,利用颗粒离散元法建立离散元网格实体模型,用多面体离散元法模拟分析拆除爆破中建筑物的倒塌过程。研发的网格实体模型详细模拟了建筑物从结构局部失稳到整体完全倒塌的整个过程,确定了爆堆轮廓线和爆堆尺寸,直观给出了爆破设计的效果。触地振动、冲击力变化分析结果表明:所给出的爆破方案可达到预期拆除爆破的效果,触地振动符合《爆破安全规程》要求;该模型可优化爆破设计,指导爆破施工,为建筑物拆除爆破的灾害预测与安全评估提供理论依据。     

区间集上的一元格蕴涵代数方程

把格蕴涵代数中滤子、素滤子、LI-理想、对偶原子和凸子格等概念拓展到区间集进行了重新定义,研究了三种基本的区间集上的一元格蕴涵代数方程,并给出了方程的可解性判断条件以及方程解集的若干性质.     

A lattice Boltzmann simulation of mass transport through composite membranes

Composite membranes with a porous support layer and a dense skin layer have been extensively used in gas separation processes. A new approach, a mesoscale Lattice Boltzmann Simulation approach, is proposed and used to model the pore‐scale gas flow and mass transfer in the inhomogeneous membrane matrixes studied. Only physical forces are considered. Chemical forces are equivalently converted to physical forces through the relaxation time. Selective permeation of moisture through a composite membrane is modeled. The overall permeability is evaluated. It is found that mass transfer inhomogeneity exists not only in the porous media but also in the seemingly uniform dense skin layer. Increasing the diffusivity in the skin layer is more effective than decreasing the skin layer thickness in optimizing the overall membrane performance. The new approach gives more detailed insights into the directions for future design of composite membranes for gas separations like air dehumidification. © 2014 American Institute of Chemical Engineers AIChE J, 60: 3925–3938, 2014     

Field measurement and aeroelastic wind tunnel test of wind‐induced vibrations of lattice tower

Lattice towers are among the most vulnerable structures during typhoons. In this study, the wind engineering research field base near Shanghai Pudong International Airport was used to measure the mean wind speeds and directions at a height of 10 m, as well as the accelerations atop a 40‐m high lattice tower during Typhoons Neoguri and Nakri to investigate the characteristics of the near‐ground wind and the responses of the lattice tower. Moreover, an aeroelastic model of the lattice tower was generated by the discrete stiffness method. Using the wind tunnel test of the aeroelastic model, the root mean square accelerations of the tower were studied with different wind speeds and directions. The responses of the tower in the across‐wind direction were found always higher than those in the along‐wind direction, which meant the vortex shedding of each single cylinder had an impact on the responses of the tower in the across‐wind direction. The test results were compared with those of field measurements to evaluate the accuracy of the aeroelastic model, and the two were generally in a good agreement. Thus, the aeroelastic model could precisely simulate the dynamic characteristics of a prototypical lattice tower using the discrete stiffness method.     

一种新型预应力穹顶体系及其受力性能

本在综合穹顶网壳结构的基础上，提出了一种新型索杆预应力穹顶结构体系，该种结构具有杆件数量少，受力合理，建筑效果好等优点，同时具有较优的经济指标，中对该种结构的受力性能作了计算分析，普与普通的网格结构作了比较，所取得的结果可供实际工程设计时借鉴。     

管-管格构梁式支承点支式玻璃幕墙的抗风性能研究

管-管格构梁式支承体系是一种广泛采用的幕墙支承结构形式,在上海北外滩某商务楼中庭钢结构项目风洞试验数据的基础上,考虑塔楼"穿堂风"群体效应的影响,对工程方案进行静、动力分析,其研究方法和结论可推广到类似幕墙结构形式.     

大跨度椭球形索承单层网壳环索张拉仿真分析

以常州体育馆索承网壳钢屋盖为例,对索承网壳预应力拉索施工方法中的环索张拉法进行虚拟仿真计算,分析了由于环索连接节点的构造处理及环索张拉点数量的不同对大跨度椭球形索承网壳预应力建立效果的影响,提出了适合该类结构的环索预应力张拉方法。     

预应力对柱支承扁网壳静力性能的影响

沿柱支承钢扁网壳的拉力环域施加适当预应力能降低结构在使用阶段的变形。以预应力三阶段设计为例分析预应力施加对柱支承扁网壳静力性能的影响。结果发现,预应力可以降低支座水平推力,提高结构刚度,但同时增大了结构在负风压作用时的变形,加大了支座附近杆件的轴力。预应力不能有效提高结构的临界荷载。与其他布索方案相比,折线形索-桁方案对网壳变形控制更有效。