深圳市民中心屋顶网架结构支撑钢牛腿瞬时应力场的识别

结构健康智能监测是当前国内外土木工程界新的研究热点和难点，具有重要的理论和工程应用价值。本文以深圳市民中心屋顶网架结构的智能监测系统为实际应用背景，系统地阐述了网架结构支撑钢牛腿基于神经网络的瞬时应力场识别方法及关键点工作状态评估与多级报警的方法。     

基于FPGA的GPS高精度短时标的精度分析与改善

提出了利用GPS的精确授时功能,采用现场可编程门阵列(FPGA)技术,构建高精度短时标的设计方法.为了确保短时标的同步精度,从晶体的准确度以及守时精度等方面进行了理论和数据分析,采取了一系列措施保证了短时标设计μs级的精度.     

Calibration of the in situ cosmogenic 14C production rate in New Zealand's Southern Alps

In situ cosmogenic ¹⁴C (in situ ¹⁴C) analysis from quartz‐bearing rocks is a novel isotopic tool useful for quantifying recent surface exposure histories (up to ～25 ka). It is particularly powerful when combined with longer‐lived cosmogenic isotopes such as ¹⁰Be. Recent advances in the extraction of in situ ¹⁴C from quartz now permit the routine application of this method. However, only a few experiments to calibrate the production rate of in situ ¹⁴C in quartz have been published to date. Here, we present a new in situ ¹⁴C production rate estimate derived from a well‐dated debris flow deposit in the Southern Alps, New Zealand, previously used to calibrate ¹⁰Be production rates. For example, based on a geomagnetic implementation of the Lal/Stone scaling scheme we derive a spallogenic production rate of 11.4 ± 0.9 atoms ¹⁴C (g quartz)^?1 a^?1 and a ¹⁴C/¹⁰Be spallogenic production rate ratio of 3.0 ± 0.2. The results are comparable with production rates from previous calibrations in the northern hemisphere. Copyright © 2012 John Wiley & Sons, Ltd.     

2013年7月18日重庆石柱M4.5地震震源深度探讨

利用重庆市地震局及四川省地震局的宽频带数字地震波形,采用CAP方法反演2013年7月18日重庆石柱M 4.5地震的震源深度,在波形拟合较好的情况下,计算得到震源深度约4 km,结合该地区地质结构进一步分析孕震机理,解释短周期面波发育的原因。     

Experimental investigation of the impacts of coherent flow structures upon turbulence properties in regions of crescentic scour

This study examines the spatial distributions of third‐order moments of velocity fluctuations, the turbulent kinetic energy (TKE) fluxes, and the conditional statistics of Reynolds shear stress across the equilibrium crescentic scour structures generated upstream of short horizontal static cylinders. Detailed velocity data were collected using three‐dimensional (3D) micro‐acoustic Doppler velocimeter (ADV) across and within the equilibrium scour marks. The analysis reveals that the positive and negative values of third‐order moments associated with the level bed surface and the scour holes are directly related to coherent structures. The components of TKE flux are discussed for the near‐bed region of the level bed surface and scour holes in relation to sweep–ejection events. A cumulant‐discard method is applied to the Gram‐Charlier probability distribution of two variables to describe the statistical properties of the term u′w′. The conditional statistics of the Reynolds shear stress show a good agreement with the experimental data. The distribution of the joint probability density function in the near‐bed region changes cyclically along the scour hole depending on the bottom fluid velocity, which implies a change from upward to downward flux of momentum and vice versa. Both the ejection and sweep events at near‐bed points on the level surface are more important than within the scour region; and in contrast, both events are stronger for the scour marks than the level bed surface at the outer layer. Sweeps dominate over ejections for the scour hole induced by smaller diameter and ejections dominate for larger diameter. Copyright © 2013 John Wiley & Sons, Ltd.     

用单站要素资料做短期暴雨客观预报

通过对贺州市1971～2000年4～月逐日14时的温度(T)、水汽压(E)、本站气压(P)、露点温度(Td)等要素资料的研究得出一套较为实用的预报指标,并对2001～2004年进行检验,预报准确率达到40 6%。     

三维复杂构造中地震波模拟的单程波方法

复杂构造中单程波与双程波方法模拟结果的比较表明,就地震勘探中主要关心的一次反射波而言,单程波算法已具有足够的精度. 使用单程波方程将极大地减少数值计算的计算量,同时对介质的几何和物理参数建模也降低了要求. 单程波算法可视为深度偏移的“逆运算”,这样可以很好地借用已知的深度偏移方法及其程序系统. 基于计算效率和计算精度的双重考虑,本文在介质速度结构较复杂时采用显式短算子波场延拓方法,而在介质速度结构相对简单时采用分裂步相移法. 反射系数的计算中考虑了其随入射角的变化.     

临汾盆地ML≥4.0地震与临汾台短水准的变化

通过运用二阶平微求速度的方法,分析研究了临汾盆地近几年发生的3次≥4．0级地震前短水准的变化特征,发现临汾台短水准显示了较好的前兆响应,依据图形的变化规律,能够进行试验性的地震预报。     

台湾台东7.0级地震前福建地下流体前兆特征

2003年12月10日台湾台东海外(23.1°N,121.4°E)发生MS7.0地震,福建水化地震台网震前有多项前兆数据出现异常变化,异常测项随着临震而增加。水化短临异常较为显著,出现趋势性上升的短期异常、震荡的临震异常、破年变异常、下降型异常等。除水温在震后1个月逐步恢复正常外,各测项或在临震或在震后即恢复正常。     

地震计智能恒温系统的设计与实现

当外界温度急剧变化时,拾震器内部机械结构会受到一定影响,易产生靠摆或零漂等问题。通过温度实验测试研究温度对甚宽频地震计性能影响,并通过研制地震计智能恒温设备来解决此类问题,实时监测防护罩内温度并与已设定温度上下限进行比较,当监测温度高于设定上限温度时启动半导体制冷装置;当监测温度低于设定下限温度时则启动加热装置。为防止防护罩内系统温度急剧变化造成拾震器的机械性故障,加热制冷功率均从最小值开始进行缓慢调整。设备可远程通过网络进行各参数的修改,并可远程启动或关闭加热或制冷装置及其他故障设备。此设备的研制成功可使拾震器长期在稳定的温度环境中工作,减少其各类故障,同时也将最大限度地增加地震仪器的使用年限。