声波 CT 技术在旧桥粘钢加固评价中的应用

在役桥梁运营维护中，粘钢加固技术由于其经济、便捷等特点是保证桥梁安全运营的重要手段。但由于现有检测手段的不足，旧桥粘钢加固后修复效果是未知的。为弥补检验修复效果这一空白，将CT技术引入旧桥粘钢加固评价当中，以安徽某大桥的工程为例，用声波CT技术可以检测加固区域混凝土整体质量，得到定性、定量的检测结果，为旧桥加固修复情况提供客观评价，且可增强后续处治的针对性，并节约维修成本。     

Blast loaded plates

Plates form one of the basic elements of structures. Land-based structures may be subjected to air blast loads during combat environment or terrorist attack, while marine structures may be subjected to either air blast by the attack of a missile above the water surface or an underwater explosion by the attack of a torpedo or a mine or a depth charge and an aircraft structure may be subjected to an in-flight attack by on-board explosive devices. Furthermore, gas explosion occurs in offshore installations and industries. This review focuses on the phenomenological evolution of blast damage of plates.     

软土地层大断面管幕箱涵顶进竖向姿态的理论与实测分析

针对千斤顶产生的偏心顶推力作用下箱涵发生的“抬头”现象，采用局部弹性地基模型，首先, 从理论上推导得到箱涵顶进竖向姿态变化的解析解; 然后，结合现场实测分析，探究偏心顶力作用下大断面管幕箱涵的“抬头”机制及变化规律。研究表明： 1) 千斤顶顶推力与顶进阻力合力的作用线不重合而产生的使管节上抬的力矩是首节箱涵“抬头”的核心诱因； 2) 缓解首节箱涵“抬头”问题的主要施工措施有减小掘进机顶推力或正面土压力、增加上排管幕刚度、对箱涵上表面进行局部减摩、对箱涵下部进行冲洗卸土等，其中，减小掘进机顶推力或正面土压力效果最为明显。     

自行式平地机前轮定位分析

通过对平地机前轮定位结构的叙述与分析,指出前轮外倾主销后倾、内倾的原因.介绍了平地机前轮的4个重要参数,分析了参数对前轮各功能的影响,对于平地机前桥的设计具有参考意义.     

关于强化铁路货运营销管理的探讨

通过分析北京铁路局货物运输的主要影响因素,提出强化货运营销管理的措施,提高货运计划兑现率的途径和优化运力资源配置,并对重点物资运输保障措施进行探讨,对货物运输补贴政策、实施浮动货物运价、完善货运网上查询系统和改进站段货运组织模式提出有关建议与思考。     

公路隧道内供配电设备可靠性影响因素分析

潮湿、温度、振动和灰尘等环境条件是影响公路隧道内供配电设备可靠性的外在因素,供配电设备自身的设计、制造、维护过程是内在影响因素.对供配电设备可靠性的外在和内在因素进行分析,有针对性地提出改善隧道环境、合理确定设备型式和加强设备监测等可降低隧道内供配电设备故障率的措施,为设计和管理人员提供参考.     

Traffic noise studies in a tropical environment

This paper reports upon a survey of traffic noise annoyance in three residential districts of Trinidad, West Indies. Householder perceptions were solicited by means of a questionnaire survey and direct measurements of traffic noise levels were taken. The results were compared with surveys elsewhere. It was concluded that household status had little effect on annoyance perception, that at L₁₀ levels greater than 70 dB(A) at a dwelling facade the noise level is unacceptable. L₁₀ levels less than 65 dB(A) at the building facade are not perceived as annoying in the environment considered.