多维度把握中国特色社会主义的科学定位

所谓“中国特色社会主义”，主要强调中国社会主义发展道路的独特性，可以从四个角度对其内涵进行界定：经济文化落后的基本国情决定了其与科学社会主义的区别；一系列鲜明的时代特征体现了其与传统社会主义模式的迥异；社会主义现代化的道路又有别于资本主义现代化的发展道路；两种截然不同的政治道路则划清了其与民主社会主义的界限。     

人员交通类场所人员荷载研究

对人员交通类场所的特点进行了分析，将人员交通类场所归纳为简单通道、复杂通道、候机（车）厅、进出港厅等组件。针对简单通道和进出港厅，采用“人员流量法”和“人员密度法”两种方法计算人员荷载；针对复杂通道，采用空间上分解为流线、时间上分解为阶段的方法计算人员荷载；针对候机（车）厅，按照设计容量确定人员荷载。并给出了一个包括国家铁路、地铁的综合交通枢纽换乘层人员荷载计算的典型案例。     

圆柱壳在轴向压力作用下的稳定性和振动特性

利用Hamilton原理得出轴向压力作用下圆柱壳位移增量的动力学方程,推导了方程的解析解。通过数值计算,分析了轴向压力作用下圆柱壳的临界屈曲压力随壳体长度变化的曲线,讨论了壳体几何参数(L,h)变化和轴向力幅值变化对振动频率影响的变化曲线。数值计算结果表明,圆柱壳的临界屈曲压力与失稳模态紧密相关;圆柱壳的自振频率随壳体的长度增加而下降,随壳体的厚度增加而提高;圆柱壳的自振频率和最低频率随轴向压力的增大而下降。     

舰船电场特性初步分析

根据海上实测数据,结合实验室试验和理论分析,初步分析了舰船电场的频率成分、强度、波形特征与舰船航速、消磁水平以及尺度等的关系。结果表明,舰船电场信号对各种舰船是普遍存在且特征明显、比较容易检测。     

Experimental investigation on dynamic response and damage models of circular RC columns subjected to underwater explosions

Reinforced concrete (RC) columns are widely used as supporting structures for high-piled wharfs. The study of damage model of a RC column due to underwater explosion is a critical issue to assess the wharf’s antiknock security. In this study, the dynamic response and damage model of circular RC columns subjected to underwater explosions were investigated by means of scaled-down experiment models. Experiments were carried out in a 10.0 m diameter tank with the water depth of 2.25 m, under different explosive quantities (0.025 kg–1.6 kg), stand-off distances (0.0 m–7.0 m), and detonation depths (0.25 m–2.0 m). The shock wave load and dynamic response of experiment models were measured by configuring sensors of pressure, acceleration, strain, and displacement. Then, the load distribution characteristics, time history of test data, and damage models related to present conditions were obtained and discussed. Three damage models, including bending failure, bending-shear failure and punching failure, were identified. In addition, the experience model of shock wave loads on the surface of a RC column was proposed for engineering application.     

Responses of HFR-LWC beams under close-range blast loadings accompanying membrane action

The load-carrying capacities and failure patterns of reinforced concrete components can be significantly changed by membrane effects. However, limited work has been carried out to investigate the blast resistance of Hybrid Fiber Reinforced Lightweight Aggregate Concrete (HFR-LWC) members accompanying membrane action. This paper presents a theoretical approach to quantitatively depicting the membrane behavior and its contribution on the behavior of HFR-LWC beams under close-range blast loadings, and the suitability of the proposed model is validated by a series of field tests. An improved Single-Degree-of-Freedom (SDOF) model was employed to describe the dynamic responses of beam-like members under blast loadings accompanying membrane action, where the mass-load coefficient is determined according to the nonuniformly distributed load induced by close-range explosion, and the membrane action is characterized by an in-plane (longitudinal) force and a resisting moment. The elasto-plastic and recovery responses of HFR-LWC beams under the combined action of blast load and membrane force were analyzed by the promoted model. A specially built end-constrain clamp was developed to provide membrane action for the beam member when they are subjected to blast load simultaneously. It is demonstrated that the analytical displacement-time histories are in good agreement with experimental results before peak deflections and that the improved SDOF model is an acceptable tool for predicting the behavior of HFR-LWC beams under blast loadings accompanying membrane action.     

民用炸药生产的消防安全管理

分析了现阶段民用炸药生产的特性,提出民爆企业生产中防火、防爆的消防管理措施。根据炸药生产工序的相对稳定性,做好事故预防,加强生产中的消防安全管理。