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571.
572.
基于ANSYS有限元分析软件,建立了两跨钢-混组合梁的非线性分析模型,利用该模型,对钢-混连续梁的极限荷载和挠度进行了仿真计算,将计算结果与采集的试验数据对比,验证了该模型的有效性.在连续组合梁塑性极限分析的基础上,推导了两跨连续组合梁极限状态所需的调幅系数,并探讨了结构所能提供的调幅能力以及调幅系数的确定方法. 相似文献
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574.
结合江西武吉高速公路隧道15个典型断面的监测信息.分析围岩压力和锚杆轴力的稳定值和稳定时间变化规律.结果表明,锚杆未能充分发挥支护作用,应加强锚杆锚固力;隧道位置、施工方法及围岩级别对围岩压力和锚杆轴力的稳定时间有影响.利用围岩压力经验公式计算值与实际监测值进行比较,分析了经验公式对实际隧道工程的适用性.结果表明,深浅埋法计算值比实测值大;系数法和普氏法计算值与实测值相近,但计算结果有赖于参数的选取;泰沙基法计算深埋隧道的围岩压力误差较大.考虑隧道埋深和围岩级别的影响,获得围岩压力与隧道埋深的乘幂关系,以及围岩压力与围岩级别的指数拟合公式.通过监测数据获得的一些规律性结论,可为隧道结构设计和结构计算提供参考. 相似文献
575.
Sigma Energy has performed its foremost prototype tests of scaled wave energy converter in a real sea environment. The prototype was a point absorber with a cylindrical buoy, a mechanical power take-off system with a counterweight, moored to the seabed as a tension leg platform (TLP) with three equal tendons. In these extensive experiments, numerous device characteristics were measured and analysed. The present paper focuses on the dynamic forces in the mooring lines, and some unexpected and rare data obtained. It is well known that TLP tendons are prone to a brief loss of tension (the slacking) and that, after such events, high snapping forces of short duration can arise. Partly by intention, and partly due to underestimation of the dynamical forces, several such slacking-snapping incidents were recorded during the experiments. In some severe storms, the snapping forces were up to six times higher than the tendon pretension. The paper presents several recordings of dynamic forces and platform motion during these critical events. It analysis them, and gives a typical scenario under which they occur. It gives also some theoretical explanations, and numerical predictions of dynamical tendon forces, with their comparison to the experimental results. 相似文献
576.
在路线线形受限的条件下,为追求城市桥梁简洁协调的美观效果,弯桥、宽箱梁桥以及斜交桥梁的上部结构截面形式更多的采用箱形截面,这些小曲率半径或者变宽斜交的桥梁与常规的直线或者大曲率半径上的桥梁在相同荷载作用下,结构的内力等方面差别较大。梁格法能够更加真实的反应出宽桥的实际受力情况,但是计算较为繁琐,耗时较久。通过分析单梁法及梁格法计算结果,以期通过提高单梁法分析结果富余量的方式来确保结构设计满足规范要求。 相似文献
577.
The effects of surface roughness as induced by marine fouling on the hydrodynamic forces on a submerged floating tunnel (SFT) are experimentally and numerically investigated in detail at Reynolds numbers Re = 8.125 × 103–5.25 × 104. A sensitivity analysis to different roughness parameters including roughness height, skewness, coverage ratio, and spatial arrangement is performed. In addition, an optimized parametric cross-section for an SFT is proposed, and the hydrodynamic performance of the parametric shape and circular SFT cross-section shape with roughness elements is compared. The pressure distribution along the SFT, flow separation and wake characteristics are analyzed to provide a systematic insight into the fundamental mechanism relating the roughness parameters and flow around an SFT. In order to better understand the nonlinear relationships among structural geometry, roughness parameters, flow states, and structural response, an artificial intelligence method using Random Forest (RF) for feature importance ranking is applied. The results show that with the parametric shape, the hydrodynamic forces on the fouled SFT can be effectively mitigated. The roughness height and coverage ratio affect the equivalent blockage and hence, change flow separation and recirculation length in the wake. Lower skewness of the roughness elements can increase the critical Re by changing the relative roughness parameter. Horizontal arrangement of the roughness elements on an SFT generally results in the largest hydrodynamic forces, compared to staggered and vertical distributions. Throughout the feature importance ranking, the flow regime is found to be the most important feature of the hydrodynamics of the SFT. In addition, the SFT cross-section shape and roughness coverage ratio play a dominant role. 相似文献