Charity hazard—A real hazard to natural disaster insurance?

After the flooding in 2002 European governments provided billions of Euros of financial assistance to their citizens. Although there is no doubt that solidarity and some sort of assistance are reasonable, the question arises why these damages were not sufficiently insured. One explanation why individuals reject to obtain insurance cover against natural hazards is that they anticipate governmental and private aid. This problem became to be known as “charity hazard”. The present paper gives an economic analysis of the institutional arrangements on the market for natural disaster insurances focusing on imperfections caused by governmental financial relief. It provides a theoretical explanation why charity hazard is a problem on the market for natural disaster insurances, in the way that it acts as an obstacle for the proper diffusion and therefore the establishment of natural hazard insurances. This paper provides a review of the scientific discussion on charity hazard, provides a theoretical analysis and points out the existing empirical problems regarding this issue.     

提高节理面c和φ对岩坡开挖变形的影响

为了反映岩质边坡在节理面注浆后的变形效应,首先,通过室内试验,分析注浆前后岩体变形和破坏的全过程,以探讨其抗剪性能(粘结力c和内摩擦角φ)的变化;然后,基于理想弹塑性本构模型的Mohr-Cou-lomb准则,运用拉格朗日元数值方法(FLAC3D),对岩坡注浆前后变形效应(水平位移、垂直位移、剪应变增量)进行模拟。结果表明:注浆加固后,岩体的位移场变得均匀和连续,节理面处的较大位移受到抑制,边坡的整体性得到提高,有利于边坡的稳定性。     

最大剪切模量对土动力参数及地震反应的影响

最大剪切模量是影响土的动剪切模量比、阻尼比和土层地震反应的最重要参数之一。通常采用室内应变法来确定最大剪切模量，给出土的动剪切模量比和阻尼比，而采用现场剪切波速法求得的结果则很少见。研究了剪切波速法和应变法所确定的最大剪切模量对土动剪切模量比、阻尼比和土层地震反应的影响，推导了两种方法所确定的动剪切模量比和阻尼比之间的关系式。结果表明：最大动剪切模量对土的动剪切模量比、阻尼比和土层地震反应的影响很显著。     

低周荷载下型钢混凝土柱抗剪性能智能分析

为了研究型钢混凝土短柱的抗震性能，通过21根SRC柱在低周反复荷载作用下的剪切黏结破坏试验结果，在利用灰色关联理论进行模型输入变量选择的基础上，建立了其基于改进神经网络模型的受剪承载力分析模型，进而研究了混凝土抗压强度、腹板宽度、轴压比及箍筋间距等因素对SRC柱抗剪能力的影响规律，并对SRC柱的受剪承载力进行了预测。结果表明，所提方法能够反映受剪承载力与影响因素间的非线性变化规律，可供SRC柱在低周往复荷载作用下的受剪承载力分析参考。     

基于风险的检验(RBI)在国内合成氨装置中的应用

利用API581基于风险的检验原理,采用RISKWISE分析软件对九江石化合成氨装置中的设备和管道进行了风险评估;并在装置采用的工艺、不同装置的设备和管道的失效机理和计算出的风险分布这3方面,将其风险评估结果与国内兄弟单位完成的其他合成氨装置的风险评估结果进行了比对;其结果体现了我国目前合成氨装置的设备和管道风险的大致分布,可供我国其他合成氨装置的风险评估参考,也为制定我国合成氨装置基于风险检验的法规标准提供了相关数据;同时,对国内采用针对装置的基于风险的检验的新模式进行了探讨。     

内排压脚与边坡稳定性的关系

为了研究边坡角及边坡形状与边坡稳定性的关系,采用有限元软件ANSYS模拟了不同边坡角对应的稳定系数,以及不同平盘宽度和压脚高度所形成的等储备强度边坡的稳定系数。模拟中假设材料符合相关联的理想弹塑性本构关系,强度准则符合Drucker-Prager准则,用计算收敛性作为边坡稳定性的准则,用强度折减法得出边坡的稳定系数。为了形成等储备强度边坡,由下到上分步骤进行压脚。先在平面边坡最下台阶压脚,这样提高了边坡稳定系数,在边坡进入临界状态时,最下两台阶的塑性状态相同,则压脚停止;再在最下两台阶同时压脚,在边坡进入临界状态时,最下3个台阶的塑性状态相同,则压脚停止;以此类推,在最下边n个台阶同时压脚,在边坡进入临界状态时,压到与第n+1个台阶的塑性状态相同为止。结果表明,边坡总是从坡脚开始形成塑性区,在重力加载过程中,塑性区以弧形条带向坡顶扩展,形成滑带。最有效的内排压脚是从最下台阶开始形成等储备强度边坡的压脚。     

火灾探测报警系统失效风险评估

火灾探测报警系统的可靠程度,直接影响消防系统控制火灾蔓延和保护人民生命财产安全的能力,对系统进行失效风险评估是检验火灾探测报警系统可靠性的有效方法。先采用故障树分析法对火灾探测报警系统的失效风险进行分析,得出影响火灾探测报警系统失效的底事件;再利用模糊综合评价法和重要度算法得到各底事件的失效概率和权重,并给出火灾探测报警系统失效风险计算步骤;以沈阳航空航天大学图书馆火灾探测报警系统为例,评价该系统不失效的概率为0.795 0,不易失效的概率为0.144 1,较易失效的概率为0.0608,易失效的概率为0,然后根据模糊评价的最大隶属度原则,确定评估结果为该系统不失效。     

长壁综采工作面覆岩采动变形破坏时空演化规律研究

回采工作面煤层被采出以后,上覆岩层产生离层、断裂、垮落等运动,形成的冒落带和裂隙带范围对煤矿安全生产影响极大.以顾桥煤矿1116(1)综采工作面为工程背景,采用数值模拟和井下电法测试技术,研究了淮南矿区11-2煤层开采时覆岩移动破坏的规律.结果表明:在垂直方向上,采空区上方覆岩破坏分区特征明显,由下而上依次为双拉应力破坏区、拉伸裂隙区、剪切破坏区和未破坏区域;冒落带最大高度11.5～14.5 m,裂隙带最大高度45～47.5 m;覆岩破坏最终形态类似于马鞍形,破坏在水平方向的范围要比开采区域大.     

基于灰色模糊集理论的船舶搁浅概率分析

为深入分析船舶搁浅概率,在随机性和模糊性的基础上,考虑了系统的灰色性,建立灰色模糊集,模部为正态模糊数,灰部以系统的灰度熵来表示。建立了船舶航行计划失效造成船舶搁浅的事件树,构造了船舶搁浅概率的灰色模糊隶属度函数,根据各基本事件的失效概率来分析因航行计划失效造成船舶搁浅事故的灰色模糊概率分布情况。结果表明,与经典概率论和模糊概率相比,采用灰色模糊概率更能全面地反映船舶搁浅概率的可能性与不确定性。并采用RRW法和RAW法对基本事件的重要度进行了分析,找出了事故主要诱因及对降低事故风险价值最大的基本事件。     

Upstream Sediment‐Control Dams: Five Decades of Experience in the Rapidly Eroding Dahan River Basin,Taiwan

Sedimentation is emerging as a key issue in sustainable reservoir management. One approach to controlling reservoir sedimentation is to trap sediment in hydraulic structures upstream of the reservoir. In the 1,163‐km² catchment of the Dahan River (Taiwan) over 120 “sabo” dams were built to reduce sediment yield to Shihmen Reservoir. Built in 1963 for water supply, Shihmen has lost over 40% of its 290‐Mm³ storage capacity to sedimentation. Most of these upstream structures were small, but three had capacities >9 Mm³. Field measurements and historical data from the Water Resources Agency show most smaller dams had filled with sediment by 1976. The three largest were full or nearly so by 2007, when one (Barlin Dam) failed, releasing a pulse of 7.5 Mm³, most of its 10.4 Mm³ stored sediment downstream. The Central Range of Taiwan is rapidly eroding (denudation rates 3‐6 mm/yr), so geologically high loads make sediment problems manifest sooner. Even in other environments, however, eventually small dams built upstream of large reservoirs are likely to fill themselves, creating multiple small sediment‐filled reservoirs, some located in sites inaccessible to mechanical removal. Our analysis suggests sabo dams do not offer a long‐term basis for controlling reservoir sedimentation in such a high‐sediment yield environment. Sustainable solutions must somehow pass sediment downstream, as would be accomplished by a sediment bypass around Shihmen Reservoir, as now being studied.