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

Jian Hua Li  Zheng Ping Zhang  Rui Huan Jing  Chong Fu Huang 《Stochastic Environmental Research and Risk Assessment (SERRA)》2009,23(4):485-492

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.  相似文献   

地铁列车振动作用下近距离平行隧道的弹塑性动力响应   总被引：13，自引：1，他引：12  

白冰  李春峰 《岩土力学》2009,30(1):123-128

利用有限元数值方法,对地铁列车振动荷载作用下近距离平行隧道结构的二维弹塑性动力响应进行模拟,分析了单列列车荷载以及双列列车荷载作用下土体-隧道结构体系的加速度和内力响应时程曲线。研究表明,列车动力荷载作用下的内力值要比无列车荷载作用下的内力值有较大程度的增加;在单列列车荷载作用下,另一相邻平行隧道的加速度响应、弯矩、轴力峰值要比列车运行所在隧道相应点处的响应值要小;在双列列车荷载作用下隧道结构体系动力响应值要比单列列车荷载作用下的动力响应值有显著增加。  相似文献   

提速列车荷载作用下铁路路基动力特性的研究   总被引：8，自引：2，他引：6  

陈建国  肖军华  李前进  曹艳梅 《岩土力学》2009,30(7):1944-1950

结合铁路提速现状,分析了既有线上运行最高时速200 km/h客车、120 km/h货车时路基的动力响应。首先,采用列车-轨道耦合动力学模型,计算轮轨间相互作用力,然后,通过非线性数值分析,研究不同列车编组和行车速度条件下路基的动力响应,包括路基横断面的动应力、位移和加速度的大小、分布规律、沿路基深度内的衰减,并探讨了路基参数与动力响应的关系,同时与既有线的部分实测结果进行对比分析。研究表明,列车速度提高对路基动力响应的影响有限,但轴重的影响很大;对既有线路基加固时,存在一个最佳的路基刚度值（120 MPa）;道床厚度增加,路基动应力线性减少,但路基动位移和加速度变化不明显。  相似文献   

动力时程响应的加卸载响应比描述研究     

石崇  徐卫亚  周家文  周先齐 《岩土力学》2007,28(Z1):743-747

借鉴地震预报中的加卸载响应比理论,将作用在动力模型上的地震力视为加卸载,采用动力有限单元法和加卸载响应比理论开展全时程动力分析,建立了地震加卸载响应模型,采用相对位移(速度、加速度)作为响应参数,对地震过程加卸载响应比理论在动力响应预报方面进行了有益探索。结果表明,由于相对响应参数比绝对响应参数更能体现动力模型的变形趋势,反映动力荷载的作用机制;以加卸载响应比判断地震稳定性,是可以反映动力响应程度大小的一种有效方法。  相似文献   

建筑物下砂土地震液化分区特征数值模拟研究     

孙恒矗  周小文  蔡元林 《岩土力学》2007,28(Z1):748-752

基于动力有限元反应分析,对存在于建筑物下的非自由场地的液化特性进行了研究。通过多种工况的计算,探讨了建筑物刚度、宽度和荷载大小对液化区分布的影响。以往一般认为建筑物下的砂土难于液化,而由计算结果及分析,可先实际情况并非这样简单。建筑物基底以下存在易于液化的“V”字型区域,该区域形态与建筑物的刚度、宽度和荷载大小都有密切关系。  相似文献   

广东省地震应急指挥中心信息系统设计与实现     

聂树明  何萍  李慧婷 《华南地震》2005,25(2):62-67

一个功能完善且实用的地震应急指挥中心信息系统,有利于在大震应急时在时间和空间上掌握震情和灾情,便于有效地抗震救灾,最低限度地减少损失。介绍了广东省地震应急指挥中心信息系统的技术思路和功能。  相似文献   

地震反应谱初探     

刘军 《华南地震》2005,25(3):64-68

在计算地震荷载时,计算的依据是常规反应谱理论,然而,当质点间出现刚体移动时,用常规反应谱理论计算会出现奇异点.如利用相对加速度进行计算,将常规反应谱理论进行修正,所得结论将更加安全,又弥补了常规反应谱的不足.  相似文献   

横观各向同性饱和土体振动分析     

蔡袁强  占宏  郑灶锋  徐长节 《岩土力学》2005,26(12):1917-1920

基于饱和地基多孔介质理论,考虑了水土的惯性及耦合作用,研究了横观各向同性饱和地基的稳态振动问题。利用Hankel变换,得到饱和土的位移、应力、孔压的积分形式的解,由此利用数值Hankel逆变换给出了数值算例,最后讨论了横观各向同性饱和地基各向异性对地表竖向振幅的影响。  相似文献   

A three-dimensional model study on ocean dynamic response to traveling cyclone over the Huanghai Sea     

QIN Zenghao  LI Yongping  YUAN Yaochu  YU Runling 《海洋学报(英文版)》2005,24(1):60-75

On the basis of numerical simulation of the mean circulation and relevant thermal-salinity fields in June with a three-dimensional ocean model (ECOM-si), the model outputs are used as first guess of initial fields for numerical integration of the model equations and the numerical results are applied to investigating the dynamical responses of the Huanghai Sea and the East China Sea (HECS) in the course of a weak land-to-sea cyclone‘s passage over the Huanghai Sea on 15-16 June 1999. Predominance of the dynamic impact of cyclone over the thermal one in June in the HECS is justified using observations and model simulations.The cyclone and its surrounding weather system, i.e,, subtropical high ridge to its south could influence current and thermal fields in the Bohai Sea, the Huanghai Sea and the northern East China Sea even though the intensity of cyclone was rather weak. The response of oceanic currents to the wind stresses driven by the cyclone and its southern subtropical high were strongly characterized by the wind drift with its extent of equivalent scale of cyclone in the horizontal and of Ekman layer in the vertical. The sea response at a given site was closely related to the transient local wind speed and direction,especially was sensitive to the local wind direction,which is demonstrated at three points locating at the southern and western Huanghai Sea and the northern East China Sea. So the sea responses at locations differed considerably from one another. Current responded to the wind stress in a simple way:directly to the wind-driven current and subsequent gradient current and slope current, etc., whereas sea temperature responded to the wind stress in two ways: directly to the cyclone-induced cooling and indirectly to water movements both in the horizontal and the vertical by the cyclone‘ s wind stress. So the sea temperature variation under the influence of cyclone was more complicate than the current. The HECS in response to the cyclone and its ambient weather system was likely to be a fast process and such a response could last at least for more than 1d. Current increased with the duration of wind stress exerted on the surface and decreased with the increasing depth. Affected by the cyclone, the maximum sea surface temperature decreased by almost 1.6℃ during the 24h cyclone.  相似文献   

波浪和潮波作用下黄河口快速沉积海床土非均匀固结试验研究     

张建民  单红仙  贾永刚  刘红军  许国辉 《岩土力学》2007,28(7):1369-1375

黄河高含沙量水体在弱潮陆相河口入海,80 %的泥沙在河口附近快速堆积。过去研究发现,黄河三角洲潮滩表层沉积物呈现非均匀固结状态。为了揭示该现象产生的机制,在黄河刁口流路三角洲叶瓣潮坪上,现场取土配置黄河口快速沉积形成的流体状堆积物,研究快速沉积的粉质海床土在波浪和潮波作用下的孔压响应及非均匀固结过程。利用静力触探、十字板剪切试验、孔隙水压力监测等原位测试手段,实时测定快速沉积的海床土强度和孔压变化过程。研究发现,快速沉积的粉质土在自重作用下的固结速度很快,正常固结完成后,强度随时间的发展依然不断增加,沿深度方向出现类似原状土体的固结非均匀现象和似超固结状态;在波浪和潮波作用下快速沉积粉质土孔压沿深度出现非均匀变化,在波浪作用下出现了超静孔压的积累。分析发现,该固结状态和强度沿深度方向非均匀变化是由于土体在潮波及潮波和波浪的联合作用下形成的;潮滩表层土体在波浪荷载长期作用下形成硬壳层。  相似文献