Designing tuned mass dampers via static output feedback: a numerical approach     

W. E. Schmitendorf 《地震工程与结构动力学》2000,29(1):127-137

The paper presents a numerical approach to the problem of determining the design parameters of a vibration absorber to minimize the effect of disturbing forces. The approach is also applicable to multi‐input systems such as civil engineering structures. The resulting devices are appealing since they can be implemented passively and are more economic and reliable than active control devices. Copyright © 2000 John Wiley & Sons, Ltd.  相似文献   

Metamorphic condition of a regional metamorphic complex in the Omuta district in northern Kyushu,southwest Japan          下载免费PDF全文

Takeshi Ikeda  Kazuhiro Miyazaki  Hirohisa Matsuura 《Island Arc》2017,26(5)

A high‐temperature (T) metamorphic complex occurs in the Omuta district, northern Kyushu, Japan. Three metamorphic zones are defined based on pelitic mineral assemblage, i.e. chlorite–biotite zone, muscovite–andalusite zone and sillimanite–K‐feldspar zone with ascending metamorphic grade from north to south. Two isograds trend approximately east–west, which is oblique to the boundary between the metamorphic complex and the Tamana Granodiorite located on the southeast. The metamorphic condition of two pelitic rocks that occur in the muscovite–andalusite zone and sillimanite–K‐feldspar zone are estimated as 510 ±30 °C, 300 ±60 MPa and 720 ±30 °C, 620 ±60 MPa, respectively. Thermodynamic consideration reveals that use of the same geothermobarometer enables precise determination of the difference in pressure between the samples as 320 ±10 MPa. This indicates that the pelitic samples were metamorphosed at different depth by 11–12 km that is significantly larger than the geographic distance of 6.8 km between the sample localities. This also suggests that crustal thinning took place after the high‐T metamorphism. The high‐T metamorphic complex is, therefore, not of static contact metamorphism but of dynamic regional metamorphism. The present result combined with petrological and chronological similarities implies that this complex suffered the regional Ryoke metamorphism.  相似文献   

Biodegradation of Isoprenoids,Steranes, Terpanes,and Phenanthrenes During In Situ Bioremediation of Petroleum‐Contaminated Groundwater     

《洁净——土壤、空气、水》2017,45(2)

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基于裂隙尖端放电机制的深部岩体损伤自电特征分析   总被引：1，自引：0，他引：1       下载免费PDF全文

刘静  刘盛东  曹煜 《地球物理学报》2018,61(1):323-330

在大规模深部岩体损伤过程中发生的裂隙尖端放电现象往往引发地下雷电,对该现象发生机理、表现规律的揭示有助于地震、岩爆等的临灾预报.不同于在岩土体中液固耦合界面上发生的自然电场异常机理,在岩土体内部发生的裂隙尖端放电可谓是引发自然电场异常的另一重要微观机制.本文基于现有裂隙尖端放电的研究成果,详细阐述了裂隙尖端放电发生的过程,解释了岩体损伤过程中自然电场异常产生的微观机理,并结合室内实验成果论述了自电位的主要特征;进行了理论推导,认为在大尺度岩体连续损伤过程中,自电位具有含脉冲状波动并整体下降的特征;开展了原位测试,结果证明人工采掘扰动下的深部岩体连续破坏的过程中,自电位在破坏前期缓慢下降,在破坏过程中会出现脉冲状波动,随着破坏程度的加剧整体呈现波动中下降的规律,与理论推导、室内实验结论都相符.对比室内实验和原位测试成果发现,随着研究目标的空间尺度由mm级别扩展到m的级别,自电位波动的幅值也从数十个mV扩展到数百甚至上千mV,故认为在利用自电位波动规律来预测岩体破坏状态时,须受研究对象的空间尺度的约束.此外,在原位测试中发现,自电位对岩体损伤过程的响应较直流电阻率而言具有时域上的超前优势,并对此现象进行了解释.  相似文献   

基于经验模式给定热层温度对热层大气密度反演影响的评估          下载免费PDF全文

李若曦  雷久侯 《地球物理学报》2017,60(8):3015-3022

利用加速度计数据反演热层大气密度算法一般需由经验模式给定热层大气温度,进而计算大气阻尼系数C_D.本文基于CHAMP卫星加速度计数据反演得到大气密度,以2008年为例,利用反演得到的热层大气密度循环迭代修正大气阻尼系数C_D,通过对比修正前后密度偏差,评估经验模式给定热层温度对热层大气密度反演造成的影响.结果表明,经验模式热层温度计算偏差对大气密度反演造成的影响小于5%,而且考虑大气成分的改变则进一步降低了这种影响.  相似文献   

On the seismic performances of rigid block‐like structures coupled with an oscillating mass working as a TMD          下载免费PDF全文

Giorgia Simoneschi  Alessandro Geniola  Andrea M. de Leo  Angelo Di Egidio 《地震工程与结构动力学》2017,46(9):1453-1469

In this paper, the effects of a mass damper on the rocking motion of a non‐symmetric rigid block‐like structure, subject to different seismic excitation, are investigated. The damper is modelled as a single degree of freedom oscillating mass, running at the top of the block and connected to it by a linear visco‐elastic device. The equations of rocking motion, the uplift and the impact conditions are derived. A nondimensionalisation of the governing equations is performed with the aim to obtain an extensive parametric analysis. The results are achieved by numerical integration of these equations. The slenderness and the base of the rigid block, and the eccentricity of the centre of mass are taken as variable parameters in the analyses. The main objective of the study is to check the performance of the damper versus the spectral characteristics of the seismic input. Three earthquake registrations with different frequency contents are used in the analyses. The results show that the presence of the mass damper leads to different levels of improvement of the response of the system, depending on the spectral characteristics of the seismic input. Curves providing the overturning slenderness of blocks of specific sizes versus the characteristics of the TMD are obtained. Copyright © 2017 John Wiley & Sons, Ltd.  相似文献   

北方农牧交错区干旱特征变化及其对植被总初级生产力的影响     

周温存  刘正佳  王坤  邹时林  钟会民  陈芳鑫 《地球信息科学学报》2023,25(2):421-437

北方农牧交错区地处半湿润/半干旱生态脆弱过渡带,干旱是影响该区植被生产力的关键因素之一。探究干旱对植被总初级生产力的影响,对深刻理解气候变化下生态系统生产力变化响应特征及优化区域碳水循环具有重要意义。为了更好地了解水分限制区不同干旱特征对GPP影响,本研究以北方农牧交错区为例,基于长时间序列的标准化降水蒸散发指数(SPEI3,1900—2020年)和植被总初级生产力(GPP,1982—2018年)等数据,首先采用小波分析明确SPEI3与GPP强相关周期,在此基础上利用游程理论识别干旱特征,进而分析了北方农牧交错区干旱特征与GPP的变化趋势,最后厘定了不同干旱特征对GPP的影响。结果表明:(1) 1982—2018年北方农牧交错区SPEI3与GPP在半年周期和年周期存在显著相关关系,滞后效应随时间变化而变化;年际分析能够减弱滞后效应对SPEI3与GPP相关性的影响;(2) 1900—2020年北方农牧交错区干旱历时、干旱烈度和烈度峰值均呈现显著增加趋势,干旱烈度随着干旱历时和烈度峰值的增加而加剧,干旱特征高值区往往具有更强的增加趋势;(3) 1982—2018年北方农牧交错区GPP总体呈...  相似文献   

Biotic drivers of river and floodplain geomorphology – New molecular methods for assessing present‐day and past biota          下载免费PDF全文

Annegret Larsen  Nadir Alvarez  Christoph Sperisen  Stuart N. Lane 《地球表面变化过程与地形》2018,43(1):333-338

Geomorphology has increasingly considered the role of biotic factors as controls upon geomorphic processes across a wide range of spatial and temporal scales. Where timescales are long (centennial and longer), it has been possible to quantify relationships between geomorphic processes and vegetation using, for example, the pollen record. However, where the biotic agents are fauna, longer term reconstruction of the impacts of biological activity upon geomorphic processes is more challenging. Here, we review the prospect of using environmental DNA as a molecular proxy to decipher the presence and nature of faunal influences on geomorphic processes in both present and ancient deposits. When used appropriately, this method has the potential to improve our understanding of biotic drivers of geomorphic processes, notably fauna, over long timescales and so to reconstruct how such drivers might explain the landscape as we see it today. Copyright © 2017 John Wiley & Sons, Ltd.  相似文献   

Lifecycle cost optimization of tuned mass dampers for the seismic improvement of inelastic structures          下载免费PDF全文

Emiliano Matta 《地震工程与结构动力学》2018,47(3):714-737

The seismic performance of tuned mass dampers (TMDs) on structures undergoing inelastic deformations may largely depend on the ground motion intensity. By estimating the impact of each seismic intensity on the overall cost of future seismic damages, lifecycle cost (LCC) proves a rational metric for evaluating the benefits of TMDs on inelastic structures. However, no incorporation of this metric into an optimization framework is reported yet. This paper presents a methodology for the LCC‐optimal design of TMDs on inelastic structures, which minimizes the total seismic LCC of the combined building‐TMD system. Its distinctive features are the assumption of a mass‐proportional TMD cost model, the adoption of an iterative suboptimization procedure, and the initialization of the TMD frequency and damping ratios according to a conventional linear TMD design technique. The methodology is applied to the seismic improvement of the SAC‐LA benchmark buildings, taken as representative of standard steel moment‐resisting frame office buildings in LA, California. Results show that, despite their limited performance at the highest intensity levels, LCC‐optimal TMDs considerably reduce the total LCC, to an extent that depends on both the building vulnerability and the TMD unit cost. They systematically present large mass ratios (around 10%) and frequency and damping ratios close to their respective linearly designed optima. Simulations reveal the effectiveness of the proposed design methodology and the importance of adopting a nonlinear model to correctly evaluate the cost‐effectiveness of TMDs on ordinary structures in highly seismic areas.  相似文献   

Coordinative similitude law considering fluid‐structure interaction for underwater shaking table tests          下载免费PDF全文

Zhong‐Xian Li  Kun Wu  Yundong Shi  Ning Li  Yang Ding 《地震工程与结构动力学》2018,47(11):2315-2332

Generally, when a model is made of the same material as the prototype in shaking table tests, the equivalent material density of the scaled model is greater than that of the prototype because mass is added to the model to satisfy similitude criteria. When the water environment is modeled in underwater shaking table tests, however, it is difficult to change the density of water. The differences in the density similitude ratios of specimen materials and water can affect the similitude ratios of the hydrodynamic and wave forces with those of other forces. To solve this problem, a coordinative similitude law is proposed for underwater shaking table tests by adjusting the width of the upstream face of the model or the wave height in the model test to match the similitude ratios of hydrodynamic and wave forces with those of other forces. The designs of the similitude relations were investigated for earthquake excitation, wave excitation, and combined earthquake and wave excitation conditions. Series of numerical simulations and underwater shaking table tests were performed to validate the proposed coordinative similitude law through a comparison of coordinative model and conventional model designed based on the coordinative similitude law and traditional artificial mass simulation, respectively. The results show that the relative error was less than 10% for the coordinative model, whereas it reached 80% for the conventional model. The coordinative similitude law can better reproduce the dynamic responses of the prototype, and thus, this similitude law can be used in underwater shaking table tests.  相似文献