基于KPCA-RBF模型的风暴潮灾害经济损失预测

作为破坏性最强的海洋灾害,风暴潮灾害每年都给我国沿海地区造成了巨大的经济损失,运用科学的方法模型合理预测风暴潮灾害经济损失对指导沿海地区的防灾减灾工作意义深远。本文基于风暴潮灾害的成灾特点建立了风暴潮灾害直接经济损失预评估指标体系,由于评估指标数据高度非线性,采用核主成分分析（KPCA）对高维非线性数据进行降维优化,并利用径向基函数（RBF）神经网络对降维后的数据进行训练,从而实现对风暴潮灾害直接经济损失的预测。选取广东省1996—2018年的32个风暴潮灾害损失样本对模型进行仿真测试,结果表明,KPCA-RBF预测模型集成了核主成分分析和径向基函数神经网络的优势,预测结果精度高,学习收敛速度快,对风暴潮灾害数据序列有较好的非线性拟合能力。     

春季热带地区OLR低频振荡及其与长江中下游连阴雨

本文应用NOAA卫星接收的1975—1983年向外长波辐射(OLR)资料研究了春季热带地区低频振荡的基本特征,得出东半球热带地区盛行周期为30天左右的低频振荡,这种振荡最显著的区域在0—10°S、70—90°E的印度洋地区。文章阐述了过渡季节这种低频振荡的经向和纬向传播特征。 本文还进一步指出,在热带低频振荡的不同阶段,ITCZ、北半球副热带以及西风带环流系统也呈现出显著的周期变化,并查证了低频振荡作为长江中下游连阴雨和连晴过程的背景事实。因此本研究工作也为长江中下游连阴雨和连晴天气的中、长期可预报性提供     

内蒙古赤峰鸭鸡山钼（铜）矿床辉钼矿Re-Os年龄及其地质意义

鸭鸡山钼(铜)矿床位于华北板块北缘西拉木伦钼铜成矿带南部,矿体受区内EW向和NE向走滑断裂控制,主要呈脉状或碎裂岩型赋存于二长花岗岩中,属石英脉型钼矿床。金属矿物主要是辉钼矿、黄铁矿和黄铜矿。运用Re-Os同位素定年法对该矿床辉钼矿进行年龄测试,测得7件不同类型辉钼矿样品的模式年龄加权平均年龄为(241.1±1.4)Ma,6件同类型样品等时线年龄为(240±3.8)Ma,表明成矿作用比较集中,成矿时间为早—中三叠世。结合鸭鸡山钼矿床辉钼矿、黄铜矿呈脉状、浸染状分布于二长花岗岩体中的特征,及前人已有的晚期蚀变年龄,作者认为赋矿二长花岗岩的形成时间为早—中三叠世。结合前人对区域上三叠纪构造岩浆作用的分析,认为鸭鸡山钼(铜)矿床的形成与古亚洲洋的闭合有关。     

Topographic effects observed at Amatrice hill during the 2016-2017 Central Italy seismic sequence

The estimate of seismic site effects by experimental approaches is based on different assumptions aimed at simplifying the complex actual site conditions and related uncertainties.However,the reliability of the results can increase if the experimental data is focused on quite strong seismic sequences and the on-site acquisition of a large number of signals is deemed strategic for the assessment of the expected phenomena.Based on these considerations,the ground motion at the Red Zone sector of Amatrice hill,violently struck by the 2016-2017 Central Italy seismic sequence,was analyzed via an observational approach.A large set of weak motions(moment magnitude Mw 2.5-3.9)was analyzed in this study by means of standard(SSR)and horizontal to vertical(HVSR)spectral ratio techniques.The results from the experimental analysis of the site effects by using weak motion and noise signals show a significant amplification at the top of Amatrice hill with a remarkable polarization of the motion and changes in spectral shapes according to the topographic setting of the relief.     

基于W500的NTP时间服务器设计

针对局域网领域对时间同步的要求,主要利用微控制器STM32和单片网络接口芯片W5100为核心搭建硬件平台来设计一个高精度、高吞吐量的NTP时间服务器系统,为客户端提供高精度的时间信息,从而实现客户端与服务器时间同步的功能。实验及分析表明,该系统运行稳定,能够实现网络时间同步。     

建筑物沉降监测中的改进灰色模型

针对传统非等间距GM(1,1)模型在建筑物沉降监测中预测精度不够高的问题,提出了一种新的非等间距GM(1,1)建模方法。此法基于初始条件改进及把灰色微分方程的白化方程中的灰导数用离散形式进行表示的改进相结合、提高非等间距GM(1,1)模型的建模精度。结合桂林市某广场的集商用、住房于一体的高层建筑的沉降变形监测实例,将本模型的沉降预测的结果同文献中另一非等间距GM(1,1)改进方法进行对比分析和检验,充分验证了建筑物沉降变形分析预报中本模型方法的可行性和优越性,对进一步促进非等间距GM(1,1)模型在沉降变形预测中的应用起到了积极的作用。     

灰色理论在矿井涌水量预测中的应用

运用灰色理论建立煤矿涌水量预测的GM (1,1)模型,在某矿井太原组工作面涌水量资料的基础上,通过增加观测频率和数据密度的方法对模型进行修正,使精度提高到96.26%。将模型预测值与实际数据比较,证明所建立模型较为可靠。结合其实际的水文地质条件及排水能力,设定该工作面的上灾变阈值为15 m³/min,得出工作面的涌水量大小、灾变时间和数值的预测值,为工作面安全开采和监管提供了数据支持。     

Dynamic stress concentration of an elliptical cavity in a semi-elliptical hill under SH-waves

The method of wave-function expansion in elliptical coordinates,elliptical cosine half-range expansion and Mathieu function were applied to obtain an exact analytical solution of the dynamic stress concentration factor(DSCF)around an elliptical cavity in a shallow,semi-elliptical hill.An infinite system of simultaneous linear equations for solving this problem was established by substituting the wave expression obtained by the Mathieu function including the standing wave expression of elliptical lining given herein into the boundary condition obtained by the region-matching method.The finite equations system with unknown coefficients obtained by truncation were solved numerically,and the results in the case of an ellipse degenerating into a circle were compared with previous results to verify the accuracy of the method.The effects of different aspect ratios,incident wave angles and aperture ratios on the dynamic stress concentration around the elliptical cavity were described.Some numerical results,when the elliptical hill was changed into a circular one,were analyzed and compared in detail.In engineering,this model can be regarded as a semi-cylindrical hill with an elliptical cylindrical unlined tunnel under the action of SH waves,and the results are significant in aseismic design.     

2011年4月江西降水异常偏少的初步诊断分析

利用1959-2011年北半球500 hPa高度格点资料、74项环流特征量资料和1974-2011年NOAA OLR月平均资料,结合江西83个气象观测站的1959-2011年4月降水资料,对2011年4月江西降水异常偏少成因进行了初步诊断分析.结果表明:江西省4月降水有一定的周期性,2011年4月降水处于少雨期;La ...     

Impact of lateral force-resisting system and design/construction practices on seismic performance and cost of tall buildings in Dubai, UAE

The local design and construction practices in the United Arab Emirates(UAE),together with Dubai’s unique rate of development,warrant special attention to the selection of Lateral Force-Resisting Systems(LFRS).This research proposes four different feasible solutions for the selection of the LFRS for tall buildings and quantifies the impact of these selections on seismic performance and cost.The systems considered are: Steel Special Moment-Resisting Frame(SMRF),Concrete SMRF,Steel Dual System(SMRF with Special Steel Plates Shear Wall,SPSW),and Concrete Dual System(SMRF with Special Concrete Shear Wall,SCSW).The LFRS selection is driven by seismic setup as well as the adopted design and construction practices in Dubai.It is found that the concrete design alternatives are consistently less expensive than their steel counterparts.The steel dual system is expected to have the least damage based on its relatively lesser interstory drifts.However,this preferred performance comes at a higher initial construction cost.Conversely,the steel SMRF system is expected to have the most damage and associated repair cost due to its excessive flexibility.The two concrete alternatives are expected to have relatively moderate damage and repair costs in addition to their lesser initial construction cost.