乡村景观遗产地保护性旅游开发模式研究——以浙江龙门古镇为例

近年来,伴随旅游市场生态、文化诉求的日益增强,世界范围内乡村景观遗产旅游备受青睐。中国广袤的地理环境空间中拥有丰富多彩的乡村景观遗产资源,正在成为推动现阶段特色化乡村旅游业发展的重要力量。然而,快速发展的旅游产业也引发了遗产地过度商业化、超负荷接待等问题,威胁到遗产保护和可持续利用。以浙江龙门古镇为例,在借鉴传统开发模式相关经验的基础上,构建了一种保护性旅游开发模式,以实现保护前提下乡村景观遗产资源的合理开发和有效利用。     

佘山地震台防雷技术研究与应用

在详细分析雷电灾害特征的基础上,阐述了防雷工作的主要技术手段。并针对地震台站的构成特点,研究了台站综合防雷系统的设计方法和技术措施。同时,以余山地震台为例,具体说明了防雷措施的应用方法及应用效果。     

纸介质地震观测报告的数据输入与初步验证

为了进行科学研究和数据共享,需要把在模拟地震台网时期产出的纸介质观测报告实现电子化,本文简要叙述了数据的录入与初步验证工作情况,介绍了数据验证及格式转换程序的实现和使用。     

渤海及邻近地区各主要断块近期地震活动分析

渤海及邻近地区是我国东部地震较活跃的地区之一,历史上曾发生过多次强震,现今小震活动也较活跃.因该区域主要处在郯庐断裂带和燕渤断裂带上,且这两大断裂带在渤海内交汇,故造成该区域地震活动频发.本文主要是分析了该地区近期地震活动的空间、时间和强度3个方面,总结了地震活动的空间、时间和强度的特征.为本地区地震灾害的防御,减灾等方面工作提供依据.     

太原地震台记录的四川汶川地震震相分析

四川汶川系列地震距太原基准地震台约1000km,介于近震与远震之间,震相特殊,识别困难。本文通过对汶川主、余震和四川其他地区远震波形的对照,及对主要震相周期、幅度及波形特点的分析,认为PN、SG两个震相是太原地震台记录四川汶川地震的主要定位震相。     

2008年3月21日于田7．4级地震宏观异常的调查与分析

从地震宏观异常现象的发展历史入手,简要介绍了地震宏观异常现象的特征.叙述了于田 7.4级地震的宏观异常现象,并进行了统计与分析.认为该次地震的宏观异常现象在时间上有一定的短临异常特征,在分布上是不均匀的,一般较多地集中分布在离震中相对较近地区或高烈度区.     

海底可控源电磁测量电路的Linux驱动程序

国外的水合物探测试验证明,可控源电磁法是探测天然气水合物的有效方法之一.开展海底可控源电磁法工作的重点之一在于研制高精度、高可靠、低功耗观测海底可控源电磁信号的设备.为可靠地观测海底可控源电磁场宽频带、大动态范围信号,设计了以Linux与ARM9相结合的测量电路,并开发了Linux2.4内核下的设备驱动程序.本文分别论述了采集硬件原理,Linux字符设备驱动模型,SSC和GPS对钟驱动实例.     

A value chain approach to crisis response system: the case of Qingdao

In this paper, we introduce a value chain approach, on the view of the value chain analytic in business management, to be the framework of a crisis response system serving for crisis management strategy in identifying risk sources, responding to unexpected events, and recovering from a shock. This system is not only a computer system but also a system of governmental emergency response mechanism and it is tremendous and complex. The system integrates and coordinates the correlative resources of emergency response units of the city. We consider the efficiency of the system. In addition, the run cost of the system also is taken into account. Based on this framework, the Qingdao’s practical situation is analyzed. As a result, a design proposal of the Qingdao’s crisis response system is put forward.     

Liquefaction macrophenomena in the great Wenchuan earthquake

On May 12, 2008 at 14:28, a catastrophic magnitude M 8.0 earthquake struck the Sichuan Province of China.The epicenter was located at Wenchuan (31.00°N, 103.40°E). Liquefaction macrophenomena and corresponding destruction was observed throughout a vast area of 500 km long and 200 km wide following the earthquake. This paper illustrates the geographic distribution of the liquefaction and the relationship between liquefaction behavior and seismic intensity, and summarizes the liquefaction macrophenomena, including sandboils and waterspouts, ground subsidence, ground fissures etc., and relevant liquefaction features. A brief summary of the structural damage caused by liquefaction is presented and discussed. Based on comparisons with liquefaction phenomena observed in the 1976 Tangshan and 1975 Haicheng earthquakes, preliminary analyses were performed, which revealed some new features of liquefaction behavior and associated issues arising from this event. The site investigation indicated that the spatial non-uniformity of liquefaction distribution was obvious and most of the liquefied sites were located in regions of seismic intensity Ⅷ. However, liquefaction phenomena at ten different sites in regions of seismic intensity Ⅵ were also observed for the first time in China mainland. Sandboils and waterspouts ranged from centimeters to tens of meters, with most between 1 m to 3 m. Dramatically high water/sand ejections,e.g., more than 10 m, were observed at four different sites. The sand ejections included silty sand, fine sand, medium sand,course sand and gravel, but the ejected sand amount was less than that in the 1976 Tangshan earthquake. Possible liquefaction of natural gravel soils was observed for the first time in China mainland.     

土钉支护结构优化设计的有限元分析

考虑土钉-土体的相互作用,建立三维有限元模型,分析计算土钉支护结构的内力和位移,提出了变形控制和应力控制相结合的优化设计方法。采用遗传算法,以应力和位移为约束条件,以工程造价为目标函数,建立了土钉支护结构的优化设计数学模型,并编制了相应的计算程序,通过算例分析,并基于规范法的优化设计结果相比较,得出本文的设计方法更为合理的参考结论。