典型补给油船抗冲击性能研究

基于通用仿真软件,对某油船进行了远场水下爆炸的动响应分析。研究了药包沿船长方向分布、沿水深分布和不同攻角对船体结构的影响。可以看出,中远场水下爆炸对油船的冲击响应,主要表现为总体响应,局部效应并不明显;爆距对冲击响应有很大的影响,而在远场爆炸时攻角对其影响不明显,随着爆距的增加,船体结构响应逐渐减小;武器的毁伤效应对船体外板影响最为显著,随着能量在船体内的传播,到主甲板时迅速衰减。通过进行计算分析得出了一些结论,为油船的设计及建造提供参考。     

近场和远场地震动作用下双层竖向重叠地铁隧道地震反应特性

基于江苏省的地震环境,研究近、远场地震动作用下的双层竖向重叠地铁隧道的地震反应特性,并与单层地铁隧道的地震反应特性进行比较。结果表明:在近场地震动作用下上下层隧道之间的相互作用对隧道的相对水平位移差具有放大作用,而在远场地震动作用下双层隧道的相对水平位移差与单层隧道的基本相同;在近、远场地震动作用下,上层隧道的相对水平位移差要比下层的大得多;在近场地震动作用下存在隧道拱肩外侧的地震应力大于拱肩内侧地震应力的现象,而在远场地震动作用下地铁隧道拱肩内侧的地震应力值最大;在近场地震动作用下双层隧道下层的地震应力幅值要比上层的地震应力幅值大,在远场地震动作用下则相反;在近、远场地震动作用下双层竖向重叠地铁隧道底部的峰值加速度与浅埋或深埋单层隧道的基本相同。     

On the regimes of underwater explosion for a submerged slender structure by pulsating bubble

Three regimes: near-, middle- and far-fields of underwater explosion are proposed in this study aiming at providing an overview on the responses of submerged slender structure by pulsating bubble. In the near-field, the material starts to yield, thus leading to structure breakdown immediately; remarkable structural global elastic deformation occurs in the middle-field as well as substantial movement; and a structure moves as a rigid body with negligible deformation for the far-field. Equivalent dimensionless parameters are obtained by two different dimensional analysis methods, among which a dominant similarity parameter is found out. Thus, a scaling law providing us with a relation between structural global response and the dominant similarity parameter is yielded, which can be used for demarcating the three regimes quantitatively. To demonstrate, three models corresponding to typical submarine parameters are performed in the case studies. Quantitative criterion of the three regimes is presented along with the regime diagrams. The structural global response features such as the deformation and maximal acceleration/speed of different regimes are provided as well.     

Seismic Responses of Asymmetric Base-Isolated Structures under Near-Fault Ground Motion

An inter-story shear model of asymmetric base-isolated structures incorporating deformation of each isolation bearing was built, and a method to simultaneously simulate bi-directional near-fault and far-field ground motions was proposed. A comparative study on the dynamic responses of asymmetric base-isolated structures under near-fault and far-field ground motions were conducted to investigate the effects of eccentricity in the isolation system and in the superstructures, the ratio of the uncoupled torsional to lateral frequency of the superstructure and the pulse period of near-fault ground motions on the nonlinear seismic response of asymmetric base-isolated structures. Numerical results show that eccentricity in the isolation system makes asymmetric base-isolated structure more sensitive to near-fault ground motions, and the pulse period of near-fault ground motions plays an import role in governing the seismic responses of asymmetric base-isolated structures.