结构双层多重调谐质量阻尼器(DMTMD)控制策略的鲁棒性评价   总被引：1，自引：0，他引：1  

李春祥  韩兵康  杜冬 《地震工程与工程振动》2004,24(5):97-104

基于定义的二类优化目标函数,评价双层多重调谐质量阻尼器(DMTMD)控制策略对漂移频率系数(DFR)摄动的鲁棒性。数值研究表明,使用第二类优化准则设计的DMTMD、双重调谐质量阻尼器(DTMD)和多重调谐质量阻尼器(MTMD)比使用第一类优化准则设计的DMTMD、DTMD和MTMD具有更高的对DFR摄动的鲁棒性。而且,使用第二类优化准则设计的总数为4的DMTMD、DTMD和总数为11的MTMD具有近似相同的对DFR摄动的鲁棒性。  相似文献   

三种土层结构反应谱平台值的统计分析   总被引：4，自引：1，他引：3  

薄景山  吴兆营  翟庆生  齐文浩 《地震工程与工程振动》2004,24(2):23-28

本文以建筑抗震设计规范规定的反应谱为目标谱,通过调整加速度峰值和特征周期来人工合成数百条加速度时程曲线,并将其作为土层地震反应分析的地震动输入。在若干有工程意义的场地剖面中,选取和构造了部分软弱土层分别在底部、中部和顶部的三种土层剖面,利用土层地震反应分析的一维等效线性化波动方法,计算了不同土层剖面在不同地震动输入下的地表加速度反应谱的平台值。在统计分析的基础上,给出了不同场地三种土层结构的反应谱平台值的平均值。通过与正常剖面的反应谱平台值比较,给出了三种土层结构的反应谱平台值的影响系数。本文的研究获得了一些有意义的成果。  相似文献   

地下地震动频谱特点研究   总被引：6，自引：0，他引：6  

胡进军  谢礼立 《地震工程与工程振动》2004,24(6):1-8

本以美国加州强震观测计划(CSMIP）的6个岩土工程台阵的429条地表和地下地震动程为数据基础,按照各台阵场地土层分布情况将台阵分为七层和“上层／基岩”两类。对于同一类场地,将其中的各次地震,按照震级的大小将其分为三类;对于同一类地震,首先计算各地震的水下分量5％阻尼的反应谱以及相应的标准反应谱,并得到各深度测点相对于最深处测点的反应谱比值,分析比较两类场地下各深度反应谱的特点,另外,傅里叶谱也是本分析的一部分,通过对不同深度地下地震动的反应谱和傅氏谱的比较,得到了一些较有意义的结论,以供工程参考。  相似文献   

工程爆破场地地震动强度预测研究   总被引：3，自引：0，他引：3  

于海英  于双久 《地震工程与工程振动》2004,24(1):122-129

本文介绍了爆破地震动强度的预测方法和该领域研究的国内外现状,以岭澳核电站场地为例,利用该场地土石方工程爆破时实监测获得的大量实验数据进行统计回归分析,提出了一种估计(折算)爆破药量的方法,给出预测爆破地震动加速度、速度、的经验公式。按此地震动衰减规律并结合时实监测数据指导爆破,确保大亚湾核电站的安全运行。这种折算爆破药量的方法和预测爆破地震动强度的经验公式对指导工程爆破具有重要参考价值。  相似文献   

时域有限差分法在地质雷达二维正演模拟中的应用   总被引：11，自引：4，他引：7  

戴前伟  冯德山  王启龙  何继善 《地球物理学进展》2004,19(4):898-902

本文从地质雷达正演原理着手,分析了差分格式中半空间步长与半时间步长的实现方法,同时通过分析数值频散的产生,进而推导出了理想频散关系和超吸收边界条件．最后文中还对比了有无边界条件的雷达正演模拟效果和精度．  相似文献   

Dynamic responses under the excitation of pulse sequences   总被引：6，自引：3，他引：3  

戴君武  Mai Tong  George C.Lee  齐霄斋  白文婷 《地震工程与工程振动(英文版)》2004,3(2):157-169

This paper studies the dynamic responses of SDOF system under pulse-dominant excitations. The purpose of the study is to prepare for scrutiny of some near-field pulse-dominant ground motions and their potential to cause structural damage. Extending the single pulse dynamics, we consider the effect of pulse sequences. This kind of excitation was particularly obvious in some of previous earthquakes such as Northridge (1994) and Chi-Chi (1995). Based on the duration,peak and rise and decay era of the main pulse as well as its relationship with the predecessor and successor pulses, we propose a classification for the pulse sequences. Consequent studies have been carried out for acceleration, velocity and displacement response spectra of the main pulse with either a predecessor or a successor pulse. The analysis also includes general response behaviors in different fundamental period segments and special aspects of response at certain points (e.g., the corresponding peak points).  相似文献   

川滇地区地震动预测模型及其对2021年漾濞6.4级地震的适用性     

王中伟  胡进军  张辉  靳超越  胡磊 《地震工程与工程振动》2022,42(1):200-209

随着川滇地区强震记录的不断增加,为了建立更符合该区域地震动特征的预测模型,文中基于该区域现有的地震动数据,通过随机效应回归模型建立适用于川滇地区的地震动预测模型;2021年5月21日,云南省大理州漾濞县发生6.4级地震,为了分析文中预测模型对漾濞地震的适用性,首先根据预测模型的适用范围选取合适的漾濞地震数据,计算真实记...  相似文献   

Seafloor Classification of Multibeam Sonar Data Using Neural Network Approach     

Xinghua Zhou  Yongqi Chen 《Marine Geodesy》2013,36(2):201-206

In this study, the self-organizing map (SOM), which is an unsupervised clustering algorithm, and a supervised proportional learning vector quantization (PLVQ), are employed to develop a combined method of seafloor classification using multibeam sonar backscatter data. The PLVQ is a generalized learning vector quantization based on the proportional learning law (PLL). The proposed method was evaluated in an area where there are four types of sediments. The results show that the performance of the proposed method is better than the SOM and a statistical classification method.  相似文献   

Accurate GPS measurement of the location and orientation of a floating platform     

G. H. Purcell Jr.  L. E. Young  S. Kornreich Wolf  T. K. Meehan  C. B. Duncan  S. S. Fisher 《Marine Geodesy》2013,36(3-4):255-264

Abstract

This article describes the design and initial tests of the GPS portion of a system for making seafloor geodesy measurements. In the planned system, GPS antennas on a floating platform will be used to measure the location of an acoustic transducer, attached below the platform, which interrogates an array of transponders on the seafloor. Since the GPS antennas are necessarily some distance above the transducer, a short‐baseline GPS interferometer consisting of three antennas is used to measure the platform's orientation.

A preliminary test of several crucial elements of the system was performed at the Scripps Institution of Oceanography (SIO) in December 1989. The test involved a fixed antenna on the pier and a second antenna floating on a buoy about 80 m away. GPS measurements of the vertical component of this baseline, analyzed independently by two groups using different software, agree with each other and with an independent measurement within a centimeter.

The first test of an integrated GPS/acoustic system took place in the Santa Cruz Basin off the coast of southern California in May 1990. In this test a much larger buoy, designed and built at SIO, was equipped with three GPS antennas and an acoustic transducer that interrogated a transponder on the ocean floor. Preliminary analysis indicates that the horizontal position of the transponder can be determined with a precision of about a centimeter. Further analysis will be required to investigate the magnitude of systematic errors.  相似文献   

Role of piles in mitigating the movement of pipes in soft grounds during embankment loading     

Won Pyo Hong  Jae Hong Kim 《Marine Georesources & Geotechnology》2013,31(9):1019-1031

Abstract

Pipes buried in soft ground can be damaged due to the vertical and lateral movement of the ground during the construction of the embankment. To investigate such a movement of the soft ground, full-scale tests using embankment piles and stabilizing piles were conducted for 70?days. A pile-supported embankment has been used to reduce the deformation of soft ground by transferring the embankment load through piles to the firm layer below the soft ground, whereas stabilizing piles have been employed to resist the lateral earth pressure that is induced in soft ground by embankment loads. The Coupling Area (CA), which was defined as the quantitative index to determine the resistance effect of both settlement and lateral flow of the soft ground when the embankment was reinforced, is adapted. The analysis results of the CA indicate that the piled embankment was more effective for preventing the damage to buried pipe installed near the embankment, while the stabilizing piles had almost the same effect as the piled embankment when the pipe was buried far away from the embankment.  相似文献