对称曲线边墙窄缝挑坎的体型设计方法

根据辐射水流特性，应用冲击波简化式，直接推导曲线反射扰动线方程，建立了无需试算迭代、且比较规范的对称曲线窄缝挑坎体型设计方法及水力计算方法.水力学模型试验验证了本文的计算方法.     

爆破地震动作用下砌体结构动力响应的现场实测与数值模拟研究

以江苏省昆山市朝阳西路南侧两栋楼房的爆破项目为工程背景,对爆破过程中产生的地震动及其效应,包括地震波的传播与衰减规律以及振动对邻近区域内一座三层砌体结构房屋安全性能的影响,进行现场测试,并采用有限元软件SAP2000进行数值模拟分析。测试结果表明,砌体结构房屋的竖向振动速度大于水平向振动速度,三层走廊的各向振动速度大于一层,竖向主振频率大都集中在10Hz以下,水平向主振频率相对分散,但基本不超过50Hz。经有限元数值模拟分析得到的低阶自振频率与顶层加速度值与实测的结果误差较小。     

Fatigue behaviour of a PET-Geogrid under cyclic loading

The lines of ‘damage-begin’ and ‘specimen-break’ for dynamic loading of a geogrid were determined in a series of laboratory testing. The cyclic load ratio was set to R = 0.5, loading frequency f = 10 Hz and f = 3 Hz. The test results show clearly that the chosen procedure for the determination and analysis of the beginning of damage and break is reproducible and allow for safe extrapolation for lower load levels. Furthermore the method chosen enables explicit decrease of the required testing time. The assumption of linear damage accumulation was examined in two-step-trials. The number of load cycles to ‘break’ evaluated in ‘one-step-tests’ compared with those of ‘two-step-loading’ are practically the same. The existence of ‘damage-lines’ for the examined geogrid under a dynamic pulsating load of 10 Hz and 3 Hz and a R-value of 0.5 could be verified. Damage of the specimens occurs only for load-cycles lying between the ‘damage-line’ and the ‘stress-cycle-diagram’ (‘Woehler-curve’). When it comes to dimensioning against ‘damage-beginning’ or ‘break’, higher loading frequencies present the critical case.