Bayesian probabilistic damage detection of a reinforced‐concrete bridge column     

Hoon Sohn  Kincho H. Law 《地震工程与结构动力学》2000,29(8):1131-1152

A Bayesian probabilistic approach for damage detection has been proposed for the continuous monitoring of civil structures (Sohn H, Law KH. Bayesian probabilistic approach for structure damage detection. Earthquake Engineering and Structural Dynamics 1997; 26 :1259–1281). This paper describes the application of the Bayesian approach to predict the location of plastic hinge deformation using the experimental data obtained from the vibration tests of a reinforced‐concrete bridge column. The column was statically pushed incrementally with lateral displacements until a plastic hinge is fully formed at the bottom portion of the column. Vibration tests were performed at different damage stages. The proposed damage detection method was able to locate the damaged region using a simplified analytical model and the modal parameters estimated from the vibration tests, although (1) only the first bending and first torsional modes were estimated from the experimental test data, (2) the locations where the accelerations were measured did not coincide with the degrees of freedom of the analytical model, and (3) there existed discrepancies between the undamaged test structure and the analytical model. The Bayesian framework was able to systematically update the damage probabilities when new test data became available. Better diagnosis was obtained by employing multiple data sets than just by using each test data set separately. Copyright © 2000 John Wiley & Sons, Ltd.  相似文献   

导航用海洋重力异常图的孔斯曲面重构方法   总被引：1，自引：1，他引：0  

李姗姗  吴晓平  赵东明 《测绘学报》2010,39(5):508-515

本文基于地球重力物理场连续的特性,将计算机构图中的孔斯（Coons）曲面建模引入到导航用海洋重力异常图的加密重构中,建立了不同边界曲线的双一次Coons曲面和双三次C1Coons曲面重力异常模型。通过对实验区数据计算分析,结果表明基于Coons曲面建立的重力异常模型精度均高于双线性内插模型,且边界条件数越多,模型精度越高;同时利用现有全球SRTM30plus海深数据,借鉴于间接内插的思想,以布格异常基于Coons曲面进行重力异常图的重构,与空间重力异常直接建模相比,精度整体提高了25%。  相似文献   

测距三角高程跨河水准测量的应用     

李世良 《地理空间信息》2010,8(2):146-147,153

结合大桥工程中跨河水准测量,分别运用常规的测距三角高程法和改进的测距三角高程法进行跨河水准测量,对结果进行比较和研究。  相似文献   

基于二次曲面的Shepard方法在GPS高程拟合中的应用   总被引：1，自引：1，他引：0  

黄勇军 《地理空间信息》2010,8(1):32-34

针对单一GPS高程拟合方法的不足,给出了一种基于二次曲面的Shepard拟合法。通过对二次曲面拟合法、Shepard拟合法和基于二次曲面的Shepard拟合法进行高程拟合结果的比较,表明基于二次曲面的Shepard拟合方法能显著提高高程拟合精度。  相似文献   

全站仪三维坐标法在桥梁施工测量中的应用   总被引：1，自引：0，他引：1  

田林亚  王进锋  武东辉 《测绘科学》2010,35(3):198-199,202

尽管全站仪三维坐标法已在工程测量领域得到广泛采用,但其测量精度及其影响因素还需要深入分析,使之能合理地应用于具体工程。推导了三维坐标的精度计算公式,分析了测量精度的影响因素,针对特定的测量仪器、测量条件和大气折光误差,计算和分析了测点所能达到的精度,阐明了控制和提高测量精度的措施。将该方法应用于苏通大桥墩塔基础施工测量,根据具体的测量仪器和环境条件等,计算测点的点位中误差和高程中误差分别为±5.9mm和±6.9mm,其精度完全满足施工测量的限差要求,表明测量结果具有较高的精度和可信度。  相似文献   

Response analysis of the Higashi–Kobe Bridge and surrounding soil in the 1995 Hyogoken–Nanbu Earthquake     

Todor Ganev  Fumio Yamazaki  Hiroshi Ishizaki  Masahiko Kitazawa 《地震工程与结构动力学》1998,27(6):557-576

This paper presents results of observation and analysis of the response of one of the longest cable-stayed bridges in the world to the Hyogoken–Nanbu (Kobe) Earthquake of 17 January 1995. It is determined that interaction of the foundations of the bridge towers with the supporting soil plays a decisive role in the overall structural behaviour. The key factor governing the changes of the soil properties at this site is pore-water pressure buildup, which results in liquefaction of the saturated surface soil layers under large dynamic loads. Models of the soil and structure are created and initially validated by accurately simulating the system response to a small earthquake. Soil parameters reflecting the pore-water pressure buildup in the strong earthquake are determined by an advanced non-linear effective stress analysis, combining the Ramberg–Osgood model of stress–strain dependence with a pore pressure model based on shear work concept. They are utilized to investigate and simulate the interaction of the foundation and the supporting soil using the program SASSI with the flexible volume substructuring approach. The results show a good agreement with the observations and have useful implications to the scientific and engineering practice. © 1998 John Wiley & Sons, Ltd.  相似文献   

A parametric study of the required seating length for bridge decks during earthquake     

Hong Hao 《地震工程与结构动力学》1998,27(1):91-103

During the recent major earthquakes, some bridges suffered severe damage due to the pull-off-and-drop collapse of their decks. This is due to the large differential movements of the adjacent spans of bridges during strong shaking compared to the seating lengths provided. The differential movements are primarily due to the different vibration properties of adjacent spans and non-uniform ground excitations at the bridge supports. This paper analyses the effects of various bridge and ground motion parameters on the required seating lengths for bridge decks to prevent the pull-off-and-drop collapse. The random vibration method is used in the analysis. A two-span bridge model with different span lengths and vibration frequencies and subjected to various spatially varying ground excitations is analysed. Non-uniform spatial ground motions are modelled by the filtered Tajimi–Kanai power spectral density function and an empirical coherency function. Ground motions with different intensities, different cross-correlations and different site conditions are considered in the study. The required seating lengths for bridge decks are calculated. Numerical results are presented and discussed with respect to different bridge vibration and ground motion properties. © 1998 John Wiley & Sons, Ltd.  相似文献   

多年冻土区桥梁的地震反应   总被引：2，自引：0，他引：2  

陈兴冲  高峰  严松宏  王常峰 《世界地震工程》2005,21(4):26-31

首先研究了冻土区桥梁的抗震计算方法,对波动法和惯性力法的计算结果进行厂对比分析。对比结果表明惯性力法的计算结果偏大,但当基岩的剪切波速很大时,两种方法的结果接近。然后,采用波动法对季节性冻土区和多年冻土区桥梁结构进行了地震反应分析,研究了冻土层的变化对桥梁结构地震反应的影响,得到了不同冻土厚度、不同墩高时桥墩地震内力分布的规律。计算结果表明,冻土层的存在对桥梁的地震反应具有显著影响,桥墩的地震反应在冬夏两季具有显著区别。  相似文献   

隔震曲线梁桥不同等级地震的振动特性模拟分析          下载免费PDF全文

高菁阳 《地震工程学报》2020,42(3):607-612

曲线桥梁抗震特性模拟分析对于曲线桥梁隔震、减震有着重要意义。基于隔震曲线桥梁设计过程中的特点,通过非线性水平弹簧单元对铅芯橡胶支座双向非线性的能力进行模拟,根据SAP2000科学选择强震观测地震波,并考量曲线桥梁本身存在的特性对桥梁振动特性产生的影响,针对隔震曲线桥梁在不同等级地震下振动特征进行模拟分析,其中,通过隔震曲线桥梁铅芯橡胶支座模型的构建和梁桥不同等级地震计算模型、输入地震波与传感器量测等步骤得到的模拟结果为:不同地震波与加速度峰值输入过程中,地震动较小下的支座水平刚度比较大,且结构相对稳定;地震幅值增大时,桥梁支座水平刚度减小,且支座的恢复力位移滞回变化曲线面积比较大,能够更多地将地震输入能量消散掉,减小能量不断向曲线桥梁上方传递的速度,可有效减轻地震反应,起到隔震的效果。  相似文献   

基于模糊理论的高铁连续梁桥地震风险评估          下载免费PDF全文

冯莉  樊燕燕  王力  李子奇 《地震工程学报》2020,42(3):639-645

以某高速铁路线上一座连续梁桥为例,运用模糊综合评判法,结合基于位移的支座损伤分析和截面曲率的桥墩损伤分析,以全概率理论地震损失模型为基础,提出了基于模糊理论的桥梁系统地震经济风险评估方法。结果表明:综合考虑桥梁系统的模糊地震经济风险分析方法能更全面地计算出连续梁桥在地震作用下的经济损失,仅以桥墩构件代表全桥所得地震经济损失误差较大。基于模糊理论的年预期损失风险框架方法通过结构抗震性能的概率特征可对高速铁路连续梁桥的地震直接经济风险进行全面评估,为该类桥梁的抗震设计、维修加固和灾后重建等方案做出合理评价。  相似文献