Effects of the improper modeling of viscous damping on the first-mode and higher-mode dominated responses of base-isolated buildings     

Hamidreza Anajafi  Ricardo A. Medina  Erin Santini-Bell 《地震工程与结构动力学》2020,49(1):51-73

In many finite element platforms, a classical global damping matrix based on the elastic stiffness of the system (including isolators) is usually developed as part of the solution to the equations of motion of base-isolated buildings. The conducted analytical and numerical investigations illustrate that this approach can lead to the introduction of unintended damping to the first and higher vibration modes and the spurious suppression of the respective structural responses. A similar shortcoming might be observed even when a nonclassical damping model (ie, an assembly of the superstructure and isolation system damping sub-matrices) is used. For example, the use of Rayleigh damping approach to develop the superstructure damping sub-matrix can lead to the undesired addition of damping to the isolated mode arising from the mass-proportional component of the superstructure damping. On the other hand, the improper use of nonclassical stiffness-proportional damping (eg, determining the proportional damping coefficient, β_k , based on the first mode) can result in assigning significant damping to the higher-modes and the unintended mitigation of the higher-mode responses. Results show that a nonclassical stiffness-proportional model in which β_k is determined based on the second modal period of a base-isolated building can reasonably specify the intended damping to the higher modes without imparting undesirable damping to the first mode. The nonclassical stiffness-proportional damping can be introduced to the numerical model through explicit viscous damper elements attached between adjacent floors. In structural analysis software such as SAP2000®, the desired nonclassical damping can be also modeled through specifying damping solely to the superstructure material.  相似文献   

BDS-3多频点伪距单点定位性能研究     

张乾坤  刘小生  何琦敏 《测绘通报》2020,(1):71-75

针对目前有关北斗三号系统伪距单点定位研究较少，未对三号系统多个频点的定位性能进行对比分析的现状，本文利用实测数据对三号系统多个频点的定位性能进行了研究，并联合BDS-2、Galileo进行了同频伪距单点定位试验，统计分析了组合定位多个频点的同频定位结果。试验结果表明：目前三号系统单独定位能力有限，不适合单独定位；BDS-3/Galileo同频组合定位可以弥补BDS-3新频点单频定位时卫星个数不足、数据不完整导致的定位精度过差的情况，同时能够提高Galileo的定位精度；BDS-2/3的B3I频点与BDS/Galileo组合的B2b频点的定位精度均与GPS的L1频点的定位精度相当。  相似文献   

基于北斗导航定位技术的通用型自然资源实地调查信息系统研究与实现     

胡恬  唐芝青 《测绘与空间地理信息》2020,(3):118-120,123

首先分析了目前传统外业调绘及外业调绘系统普遍存在的问题,随后提出了一种"基于北斗导航定位技术的通用型自然资源实地调查信息系统"的信息化技术解决方案,并对该方案的设计原则、总体架构进行了描述。最后,详细地分析了该技术方案涉及的关键技术。本文旨在为自然资源实地调查工作带来全新信息化作业模式,提出一套探索思路,贡献一份力量。  相似文献   

赤峰中心地震台地面与井下地震观测系统监测能力对比分析     

郭延杰  于章棣  齐彬彬  屈楠  范东海  黄瑞滨  刘继伟 《地震地磁观测与研究》2020,41(4):100-104

为分析总结地面与井下地震观测系统的特点，以赤峰中心地震台地面与井下观测系统为研究对象，在噪声分析、噪声功率谱分析、地震监测能力和观测动态范围等方面进行分析。结果表明，2套观测系统的RMS均可达到Ⅱ级环境地噪声水平，井下观测系统噪声小于地面观测系统。对2套观测系统的功率谱密度、有效动态范围的对比均表明，井下观测系统的动态范围比地面观测系统超出约10%，因此，井下观测系统地震监测能力优于地面观测系统，井下观测系统能更有效地记录观测数据。  相似文献   

基于ArcGIS Engine与ArcGIS Server的海域定级信息管理系统设计与开发   总被引：1，自引：0，他引：1  

卞盼盼  白珏莹  付丹丹  王英刚  周立 《海洋科学》2018,42(6):12-17

以Visual Studio 2012为平台,利用ArcGIS Engine强大的空间分析功能,以C#为开发语言结合第三方插件设计开发海域定级决策子系统,实现了不同用海方式海域的自动化定级,对海域定级基础数据、过程数据和结果数据进行综合管理,构建了一个具有一定实用价值的海域定级信息管理系统原型;此外,利用WebGIS将海域定级决策子系统分析生成的结果数据发布成服务,实现海域定级信息共享子系统。本研究为海域定级提供智能化平台,提高对海域定级及评估效率,有利于海洋可持续发展。  相似文献   

水动力条件对沉积物-水界面氧通量的影响   总被引：2，自引：0，他引：2  

郑阳华  邹浩东  何强  李宏  张青  陈德敏  艾海男 《湖泊科学》2018,30(6):1552-1559

氧环境决定了水体沉积物中各种生命所需元素的最终归趋，沉积物-水界面是水相与沉积物相氧传递的重要场所，而水动力条件是影响沉积物-水界面氧传递的重要因素.选择三峡库区一级支流御临河为研究对象，根据长年监测数据建立实验室模型，采用声学多普勒流速测试仪及微电极测试系统构建了非侵入式涡度相关测试系统，探究了不同水动力条件对沉积物-水界面氧通量的影响.结果表明：水体静止状态下沉积物-水界面溶解氧浓度随时间的增加而减少，非静止状态下随时间的增加而增加；沉积物-水界面氧通量随水体流速的增加而增加.根据氧通量求解对应流速下垂直涡动扩散系数并进行线性拟合，当水体流速为0.01~0.14 m/s时，垂直涡动扩散系数与水体流速的相关性最好，此时沉积物-水界面氧通量的传递以涡动扩散为主导.  相似文献   

海底底质声学原位测量电路控制系统研究     

吕斌  祁国梁  李官保  王景强  刘杰 《海洋科学》2018,42(5):32-39

介绍了一种液压驱动贯入式海底沉积声学原位测量系统的电路控制单元的研究实现过程,以及该控制单元在南海北部海底沉积声学调查中的应用。该电路控制单元以Cortex-A8处理器为核心,集成大容量FLASH存储器,与单片机接口控制板进行串口通讯,实现对声学发射采集单元和机械液压贯入单元的可视化控制和监测。基于该电路控制单元,海底底质声学原位测量系统兼具自容式和在线式两种工作模式,可自容记录或实时采集声学原位测量单元在海底的工作状态数据、海底沉积物声速和声衰减系数等声学特性数据。该声学原位测量系统的实验室联调及南海海试结果表明,使用该电路控制单元对海底底质声学测量过程的监测与控制是有效的,对精确获取海底底质的原位声学特性有重要作用,可以促进海底底质声学原位测量系统的产品化。  相似文献   

Bivariate Gaussian mixture–based equivalent linearization method for stochastic seismic analysis of nonlinear structures     

Sang‐ri Yi  Ziqi Wang  Junho Song 《地震工程与结构动力学》2018,47(3):678-696

To address challenges in stochastic seismic analysis of nonlinear structures, this paper further develops a recently proposed Gaussian mixture–based equivalent linearization method (GM‐ELM). The GM‐ELM uses a Gaussian mixture distribution model to approximate the probabilistic distribution of a nonlinear system response. Using properties of the Gaussian mixture model, GM‐ELM can decompose the non‐Gaussian response of a nonlinear system into multiple Gaussian responses of linear single–degree of freedom oscillators. With the set of the equivalent linear systems identified by GM‐ELM, response statistics as crossing rate and first‐passage probability can be computed conveniently using theories of linear random vibration analysis. However, the original version of GM‐ELM may lead to an inaccurate estimate because of the heuristic parameters of the linear system introduced to supplement insufficient information. To overcome this limitation and define unique equivalent linear systems, this paper proposes a further developed version of GM‐ELM, which uses a mixture of bivariate Gaussian densities instead of univariate models. Moreover, to facilitate the use of elastic response spectra for estimating the mean peak responses of a nonlinear structure, a new response spectrum combination rule is proposed for GM‐ELM. Two numerical examples of hysteretic structural systems are presented in this paper to illustrate the application of the bivariate GM‐ELM to nonlinear stochastic seismic analysis. The analysis results obtained by the bivariate GM‐ELM are compared with those obtained by the univariate GM‐ELM, the conventional equivalent linearization method, the tail equivalent linearization method, and Monte Carlo simulation. The supporting source code and data are available for download at https://github.com/yisangri/GitHub‐bGM‐ELM‐code.git  相似文献   

The bivalve Lembulus bicuspidatus may enhance denitrification in shelf sediment at the Angola–Benguela Frontal Zone     

A Neumann  A Flohr 《African Journal of Marine Science》2018,40(1):91-96

We collected living individuals of the bivalve Lembulus bicuspidatus, which shows an unusual preference for the oxygen-deficient habitat found at the Angola–Benguela Frontal Zone of the southeastern Atlantic. With a series of incubation experiments with ¹⁵N-labelled nitrate as a tracer in combination with membrane-inlet mass spectrometry, we studied the potential contribution of L. bicuspidatus to nitrate reduction in the upper sediment layer. Our preliminary results suggest that L. bicuspidatus enhances nitrate reduction if the oxygen concentration is sufficiently low. The Lembulus-mediated nitrate reduction rate is then similar to the rate of microbial nitrate reduction in the surrounding sediment.  相似文献   

设备所在楼层对设备-结构相互作用的影响     

姜忻良  马小丹 《震灾防御技术》2018,13(2):320-330

为了研究设备所在楼层位置对设备-结构相互作用的影响，以某高层钢框架为例，将设备分别放置于结构顶层和底层设计了2种设备-结构体系模型，然后利用ANSYS有限元分析软件对整体模型进行地震响应时程分析。分析结果表明:在El Centro波、Taft波和人工波作用下，当设备频率与结构基频调谐时，设备-结构相互作用会令结构动力响应减小而设备动力响应显著增大；设备-结构相互作用的大小与设备所在楼层密切相关:顶层设备与结构间的相互作用比底层更加剧烈，这与位于不同楼层的设备间等效质量以及底端输入激励频谱的差异有关。  相似文献