Rapid repair of severely earthquake-damaged bridge piers with flexural-shear failure mode

An experimental study was conducted to investigate the feasibility of a proposed rapid repair technique for severely earthquake-damaged bridge piers with flexural-shear failure mode. Six circular pier specimens were first tested to severe damage in flexural-shear mode and repaired using early-strength concrete with high-fluidity and carbon fiber reinforced polymers (CFRP). After about four days, the repaired specimens were tested to failure again. The seismic behavior of the repaired specimens was evaluated and compared to the original specimens. Test results indicate that the proposed repair technique is highly effective. Both shear strength and lateral displacement of the repaired piers increased when compared to the original specimens, and the failure mechanism of the piers shifted from flexural-shear failure to ductile flexural failure. Finally, a simple design model based on the Seible formulation for post-earthquake repair design was compared to the experimental results. It is concluded that the design equation for bridge pier strengthening before an earthquake could be applicable to seismic repairs after an earthquake if the shear strength contribution of the spiral bars in the repaired piers is disregarded and 1.5 times more FRP sheets is provided.     

AR技术在GIS可视化中的应用及方法研究

地理数据的增强现实可视化技术,是地理信息科学可视化的一个重要的发展方向之一。首先,笔者详细地综述了国内外AR技术在GIS可视化领域的应用。针对基于真实视频影像表达地理数据的问题,笔者构建了该可视化系统的概念模型;并以户外山区地形数据和影像数据为基础,详细地阐述了AR技术可视化地理数据的原理和方法;最后,实现了以视频影像为载体的地理数据AR可视化方法。与传统地理数据的可视化方式相比,AR可视化表达方式更简单直观,真实感更强。     

航道冲淤分析的可视化增强方法研究北大核心CSCD

在航道冲淤分析过程及其可视化存在问题的基础上,从数据建模处理、空间分辨率设定、图形综合处理、显示重采样设置、分级设色处理5个方面研究了航道冲淤分析可视化效果增强方法,并结合航道地形数据进行了试验。试验结果表明,本文提出的可视化效果增强方法不仅有效地避免了传统可视化方法中的锯齿效应、图斑零碎和色彩分布不均等现象,而且能更加清晰、直观、准确地表达航道冲刷与淤积的空间分布状态与变化规律。     

基于地物光谱分析的ASTER岩土类型识别

利用遥感数据和实测不同岩土类型波谱测试数据,以实测不同土体反射光谱数据为基础,通过对遥感数据进行图像增强处理,对不同沉积环境、不同粒级组成的松散土体类型进行识别。研究发现,ASTER数据721波段组合能够有效识别不同土体类型,在凸显不同土体类别的效果最好;ASTER数据的平方根拉伸及标准分段拉伸对不同土体类型的区分效果最好;通过对遥感数据进行主成分变换,发现遥感数据图像信息量得到有效集中,增强了图像的层次感,能够有效增强图像信息。     

天线方向图未知的机载SAR图像增强

为了减弱雷达天线方向图和作用距离对SAR成像质量的影响,提高天线方向图未知情况下的机载SAR图像可视化效果和判读特性,提出利用方位向强度积分计算增强因子的SAR图像增强方法。该方法沿方位向对SAR图像各距离处的强度值进行积分,根据积分结果计算距离向增强因子并进行增强处理,从而减弱雷达天线方向图和作用距离对SAR成像强度的影响,得到沿距离向色调一致的SAR图像。采用机载SAR图像进行了增强试验,得到了满意的增强效果,验证了该方法的有效性。     

GLONASS将引入CDMA信号增强系统性能

5月15日,俄罗斯联邦航天局北京代表处副首席代表别得里茨基伍瑟沃罗德在武汉称,GLONASS定位精度已达2.8m,未来将引入CDMA信号。据他介绍,GLONASS导航系统在过去10年有了巨大的发展和飞跃:相比2002年18%的空间组网可用性,2012年已实现100%的完全性;在轨卫星数量从2007年的6颗增加到2012年的29颗;在定位的精度上,10年则整整提高了10多倍,     

基于Pearson分布族的SAR影像分布模型确定与对比度增强

基于Pearson分布族模型反演SAR影像的分布模型,将统计类型的确定结果用于弱对比度SAR影像的对比度增强。这种方法具有保持SAR影像直方图的分布特性与偏斜特性的优点,且避免了普通直方图规定的盲目性。     

GHPFRCC轴心抗压强度和弹性模量的试验研究

绿色高性能纤维增强水泥基复合材料GHPFRCC(Green High-performance Fiber-reinforced Cementitious Composites Column)以工业废料粉煤灰代替水泥、PVA(Polyvinyl Alcohol)纤维等为主要原料配制而成,能够大大改善结构耗能能力和耐久性。对16组GHPFRCC试件(尺寸为70.7mm×70.7mm×213.8mm)进行静力受压试验,研究分析GHPFRCC棱柱体轴心抗压强度和弹性模量的影响因素及规律。试验结果表明:①水灰比对抗压强度的影响最大,要提高GHPFRCC抗压强度需减小水灰比;②对GHPFRCC弹性模量影响最大的因素为水灰比,砂胶比影响最小;③GHPFRCC抗压强度大小与普通混凝土相似,说明粉煤灰替代水泥没有明显降低其抗压强度;④由于含有PVA纤维和不含粗骨料,GHPFRCC弹性模量略低于普通混凝土;⑤给出了GHPFRCC抗压强度和弹性模量之间的数值表达式。     

Experimental study on seismic behavior of circular RC columns strengthened with pre-stressed FRP strips

Bonding fiber reinforced polymer （FRP） has been commonly used to improve the seismic behavior of circular reinforced concrete （RC） columns in engineering practice. However, FRP jackets have a significant stress hysteresis effect in this strengthening method, and pre-tensioning the FRP can overcome this problem. This paper presents test results of 25 circular RC columns strengthened with pre-stressed FRP strips under low cyclic loading. The pre-stressing of the FRP strips, types of FRP strips and longitudinal reinforcement, axial load ratio, pre-damage degree and surface treatments of the specimens are considered as the primary factors in the tests. According to the failure modes and hysteresis curves of the specimens, these factors are analyzed to investigate their effect on bearing capacity, ductility, hysteretic behavior, energy dissipation capacity and other important seismic behaviors. The results show that the initial lateral confined stress provided by pre-stressed FRP strips can effectively inhibit the emergence and development of diagonal shear cracks, and change the failure modes of specimens from brittle shear failure to bending or bending-shear failure with better ductility. As a result, the bearing capacity, ductility, energy dissipation capacity and deformation capacity of the strengthened specimens are all significantly improved.     

完善体制 提高素质 优化服务 宁波市国土资源局江北分局

宁波市国土资源局江北分局开展“完善体制，提高素质”活动以来，大力推进职能转变，职责到位，能力提高和作风好转，不断增强服务区域发展和保护国土资源的能力。