青藏铁路山丘坡地取土场生态恢复措施探讨

青藏铁路主体工程完工后,取土场的生态环境恢复是全线环保恢复工作的重要组成部分,恢复的目的是通过对取土场的综合治理,达到防止水土流失、防止冻融滑塌,同周围景观协调统一,并进一步达到复垦还林还草要求。本文针对青藏高原冻土地区山丘坡地取土场植被稀疏、生态脆弱的特点,进行了以工程措施为主、生物措施为辅的研究尝试,取土场恢复试验结果表明,从景观恢复、水土保持和防止冻土区的融陷、滑塌现象均取得了明显的效果。     

铁路路基挡土墙病害防治技术研究

本文结合现场工程实例 ,简要分析了引起铁路路基挡土墙下沉、开裂、倾倒等病害的几种原因 ,提出了防治路基挡土墙病害对策 ,对路基挡土墙的勘察、设计、施工以及运营管理具有一定的借鉴意义     

谈日本汽车工业发展经验

本文从四个方面对日本发展汽车工业的经验进行了总结,它们是保护与扶持政策,合理的产生组织结构,大力扶植汽车零部件工业,建立有自己特色的产品开发体制和生产体制。     

IGBT逆变器短路保护试验与分析

电力半导体器件故障电流（特别是短路电流）的确认与及时有效保护，对电力机车交流装置的可靠工作 至关重要，介绍了为8K型电力机车车开发的IGBT逆变器的短路电流检测和保护方案，给出了试验结果，分析了试验波形的浪涌和振荡现象。     

不同冲击角度对两轮车骑行者保护试验区域伤害的研究

对交通事故数据的研究表明,两轮车骑行人也面临很高的受伤风险,各新车评价规程也开始对骑行人保护做出要求。根据中国保险汽车安全指数2023版规程的变化,通过选取符合要求的部分车型开展对比试验,分析在不同撞击角度下的头型伤害差异。试验结果表明,在撞击角度为45°时的伤害值大于撞击角度65°时的伤害值。     

汽车正面碰撞后排小体位假人伤害研究及优化

提出了一种相应的伤害优化方案,基于 C-NACP正面碰撞工况搭建碰撞分析模型,同时通过与正面 100% 重叠刚性壁障碰撞试验的 Hybrid Ⅱ 5th女性假人试验数据进行对比来验证模型的可靠性。基于对标结果进行优化设计,对比分析不同优化方案对乘员安全性的影响趋势。确定优化方案,即增加碰撞锁止锁舌、线性预紧器配置,增加座椅刚度,调整安全带限力值。与原始方案相比,在碰撞过程中后排女性假人总体得分提升84%。根据C-NCAP星级评定规程,此后排女性假人得分高于94%,成绩优秀,验证了方案的有效性,可为后排小体位假人伤害的优化研究提供参考。     

Pedestrian detection for traffic safety based on Accumulate Binary Haar features and improved deep belief network algorithm

ABSTRACT

In order to improve traffic safety and protect pedestrians, an improved and efficient pedestrian detection method for auto driver assistance systems is proposed. Firstly, an improved Accumulate Binary Haar (ABH) feature extraction algorithm is proposed. In this novel feature, Haar features keep only the ordinal relationship named by binary Haar features. Then, the feature brings in the idea of a Local Binary Pattern (LBP), assembling several neighboring binary Haar features to improve discriminating power and reduce the effect of illumination. Next, a pedestrian classification method based on an improved deep belief network (DBN) classification algorithm is proposed. An improved method of input is constructed using a Restricted Bolzmann Machine (RBM) with T distribution function visible layer nodes, which can convert information on pedestrian features to a Bernoulli distribution, and the Bernoulli distribution can then be used for recognition. In addition, a middle layer of the RBM structure is created, which achieves data transfer between the hidden layer structure and keeps the key information. Finally, the cost-sensitive Support Vector Machine (SVM) classifier is used for the output of the classifier, which could address the class-imbalance problem. Extensive experiments show that the improved DBN pedestrian detection method is better than other shallow classic algorithms, and the proposed method is effective and sufficiently feasible for pedestrian detection in complex urban environments.     

Protection of Critical Waterborne Transport Infrastructures: An Economic Review

It is essential that transport infrastructures are protected against events which cause their failure. At an optimal level of protection, the sum of protection costs and expected residual damages following from disruptions will be minimized. In most cases however, this optimal level is not achieved because infrastructure protection is susceptible to various market and government failures. This brings us to the question who (a private or public actor) should do how much (the level of protection and intervention). This question is addressed in the present paper.

The starting point of the paper is the Directive of the European Council on the identification and designation of European Critical Infrastructures. We review the protection of critical waterborne transport infrastructures from an economic perspective. The review is based on a literature study and several interviews with Critical Infrastructure experts. For the studied infrastructures, we have identified causes and effects of their failure and examined the private–public roles in protecting them. Considering the market and government failures which occur in such configuration of roles, we propose several changes. We conclude that from a national policy perspective there are two important routes: (1) reinforcement of private sector roles among others by defining liabilities and providing information on risks and (2) strengthening of supra-national collaboration via improving and standardizing regulations, cost-sharing initiatives and penalty systems.     

平潭海峡公铁两用大桥航道桥基础设计与施工创新技术

平潭海峡公铁两用大桥为国内第一座跨海峡公铁两用大桥,桥址海域风大、浪高、水深、流急、潮汐显著,且岩面倾斜起伏大、裸岩硬岩分布广,气象水文及地质条件均十分复杂,尤其是桥址海域波流力巨大,为桥梁下部结构设计和施工带来前所未有的困难。为解决风浪作用和通航船撞力作用,3座大跨度通航孔斜拉桥在基础设计和施工中采用多项创新技术,首次选用4.5 m的钻孔桩;为解决复杂海域大直径钻孔桩难题,研发了KTY5000型动力头钻机和相关配套的打桩设备;为克服波浪力作用,部分深水裸岩区域采用导管架辅助建立施工平台;为适应桥位独特的海洋环境,3座大跨度通航孔斜拉桥主塔墩承台均采用圆端哑铃形高桩承台,承台顶露出高潮位以上,承台施工采用集主体防撞结构与施工围堰一体的防撞箱围堰结构,永久结构与临时结构相结合,节约材料的同时降低了施工的安全风险性。其大型防撞箱围堰采用工厂整体制造、整体吊装、整体下放,实现模块化、标准化施工,哑铃形承台系梁范围采用无封底混凝土施工创新技术。     

地铁杂散电流对埋地金属管道阴极保护的影响

运用有限元分析软件ANSYS建立了走行轨-大地-金属管道的有限元模型。通过改变走行轨回流、走行轨纵向电阻、土壤电阻率、走行轨与金属管道间距大小,模拟杂散电流的影响,模拟结果表明:走行轨回流越小、土壤电阻率越大、走行轨与管道间距越小对阴极保护电位的影响越小;当走行轨电压载荷为80 V、走行轨与金属管道间距为20 m时,杂散电流无法使金属管道阴极保护电位偏离正常范围。