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1.
实际结构的阻尼特性很复杂 ,也很难确定。传统的粘滞阻尼概念使用方便 ,但由于先天的理论缺陷而限制了它的使用。本文试图拓展等效粘滞阻尼的理论 ,提出相当阻尼的概念 ,用实际可测量的相当阻尼去逼近实际阻尼 ,同时给出了实用公式及实验验证 相似文献
2.
提出了求解具有非比例阻尼多自由度振动系统自由振动的近似方法。由于阻尼矩阵和质量矩阵以及刚度矩阵相比很小,把系统正则变换后,我们可以把模态阻尼矩阵看作小量,这样我们用多尺度方法求出非比例阻尼系统近似解析解。 相似文献
3.
以跨度为120m的刚性拱肋柔性系杆的下承式钢管混凝土拱桥为分析模型,利用摩擦摆减震隔震支座对简支体系的桥跨结构进行减震研究,运用MIDAS有限元软件模拟多维人工地震波输入以检验摩擦摆系统的减震效果。分析结果证明了在大跨度钢管混凝土拱桥中应用摩擦摆隔震支座系统的有效性。 相似文献
4.
Temporal variation of dynamical modal properties of a base-isolated building is investigated using earthquake records in the building. A batch processing least-squares estimation method is applied to segment-wise time-series data. To construct an input-output system, an auto-regressive model with exogenous input （ARX） of second-order including a forgetting coefficient as a weighting coefficient is used for the estimation of modal parameters. The fundamental and second natural frequencies and the damping ratios of the fundamental and second natural modes of the base-isolated building are identified in the time domain. The identified results are consistent with the results obtained from the micro-tremor vibration data, forced-vibration test data and earthquake records in the present base-isolated building in the case of taking into account the amplitude-dependency of the iso- lators and viscous dampers. It is finally pointed out that several factors, e.g., amplitude dependency of the isolator and damper system and special characteristics of the series-type viscous damper system, may be related complicatedly with the temporal variation in modal properties of the above-mentioned system. 相似文献
5.
通过基于随机振动理论的虚拟激励法,分析了具有非比例阻尼特性、安装有结点阻尼器的半刚性结点框架.用建立在半刚性节点单元的动力分析有限元程序分析半刚性结点框架的地震响应.结果表明,结点阻尼器能有效地减小半刚性结点框架的地震响应. 相似文献
6.
Investigation of newly developed added damping and stiffness device with low yield strength steel 总被引：2，自引：0，他引：2
INTRODUCTIONThisresearchfocusedonusingthemechanicalpropertiesoflowyieldstrengthsteel(LYS)tode-velopanewdeviceforaddeddampingandstiffnessandseismicresistanceofrhombiclowyieldstrengthsteelplate.ThemechanicalpropertiesofLYSandtheeffectofthisnewlydevelopeddevicewereinvestigatedbyexperimentalmethod.Ex-pectedly,thisnewdevicecantakeadvantageofplasticenergyabsorbabilitytoabsorbanddissipatetheenergyofearthquakestablyandensurethesafetyofthemainstructure.Ananalyticalmodelisproposedforanalyzingtheh… 相似文献
7.
Energy dissipators, isolated-resistant and specific structural forms for earthquake resistance are popular topics in the research
to improve shock-resistance. In this work, experimental methods were used to investigate the property of low yield strength
steel. Carbon content in LYS material is lower than that in other steels; the ultimate stress is three times the yield stress.
The ultimate elongation rate is about 62% and the ductility is 2–3 times that of A36 steel. In order to overcome some defects
of ordinary use metallic dampers, the mechanical characteristic of low yield strength steel is used to develop added damping
and stiffness for rhombic steel plate absorber. Test of the energy dissipation behavior for this newly developed device indicated
that LYS could stably dissipate or absorb the input energy of earthquake. Then, the analytical model for the hysteretic behavior
of this new device is proposed. Comparison of experimental data and numerical simulation results showed that this analytical
model is suitable for simulating the hysteretic energy behavior of this new device. 相似文献
8.
9.
Seismic force modification factor for ductile structures 总被引：3，自引：0，他引：3
INTRODUCTION In codes for seismic design of buildings of many developed countries, elastic response spectra are adopted to calculate the base shear forces. For exam-ple, the base shear defined in Japan code 1997 is: FEK=DsFesC0ZAiRtW (1) where Rt is the elastic design spectrum; Ds is the structural coefficient changing among 0.25 to 0.50 to take account of different ductility of different struc-tures; W is the total weight of a structure; the others are site coefficient, irregular… 相似文献
10.
Seismic behavior of steel reinforced ultra high strength concrete column and reinforced concrete beam connection 总被引：1，自引：1，他引：0
To investigate the seismic behavior of connections composed of steel reinforced ultra high strength concrete （SRUHSC） column and reinforced concrete （RC） beam, six interior strong-column-weak-beam connection specimens were tested subjected to reversal cyclic load. Effects of applied axial load ratio and volumetric stirrup ratio on ductility, energy dissipation capacity, strength degradation and rigidity degradation were discussed. It was found that all connection specimens failed in bending in a ductile manner with a beam plastic hinge. The ductility and energy dissipation capacity increased with the decrease of applied axial load ratio or increase of volumetric stirrup ratio. The displacement ductility coefficient and equivalent damping coefficient lay between those of steel reinforced ordinary concrete connection and those of reinforced concrete connection. The applied axial load ratio and volumetric stirrup ratio had less influence on the strength degradation and more influence on the stiffness degradation. The stiffness degraded sharply with the decrease of volumetric stirrup ratio or increase of applied axial load ratio. The experimental results indicate that SRUHSC column and RC beam connection exhibited better seismic performance and can provide reference for engineering application. 相似文献
11.
罗纪彬 《湖南广播电视大学学报》2009,(3):46-49
根据混凝土碳化及其引起的钢筋锈蚀的机理,建立了钢筋混凝土构件的劣化模型。利用Monte Carlo模拟方法分别研究了一般运营和密集运营两种荷载模型下钢筋混凝土桥梁的时变可靠性,讨论了保护层厚度、混凝土强度、钢筋锈蚀损失率对混凝土耐久性的影响。研究表明：在服役过程中,由于大气环境的作用,混凝土碳化、钢筋锈蚀、桥梁结构可靠指标不断降低,混凝土的耐久性能不断下降;混凝土保护层厚度和混凝土抗压强度对可靠度指标的影响明显,而钢筋腐蚀率的影响不是很明显。 相似文献
12.
以机械传动系统中的斜齿轮啮合为研究对象,在考虑时变刚度、齿侧间隙和啮合误差的情况下,建立了十自由度斜齿轮非线性振动数学模型。以斜齿轮结构参数作为灵敏度分析参数,采用数值分析方法分别研究了斜齿轮系统振动加速度均方根值对齿轮质量、支撑刚度和支撑阻尼的灵敏度。结果表明:主、被动轮横向（y向）振动对各参数敏感度较低,横向振动（x向）与被动轮扭转振动对质量参数、刚度参数、阻尼参数较为敏感,被动轮扭转振动受到阻尼的影响很大,灵敏度在扭转振动固有频率处变化较大。 相似文献
13.
Retrofitting of RC Slabs Against Explosive Loads 总被引：1，自引：0，他引：1
OEHLERS Deric John 《天津大学学报(英文版)》2006,12(Z1)
With the increase of terrorist bomb attacks on buildings, there is a need to develop advanced retrofitting techniques to strengthen structures against blast loads. Currently, several guidelines including an Australian version for retrofitting reinforced concrete (RC) structures are available for the design of retrofitting systems against seismic and monotonic loads using steel or fibre reinforced polymer (FRP) plates that can be either adhesively bonded to the surface or near surface mounted to the concrete cover. However, none of these guidelines provide advice suitable for retrofitting structures subjected to blast loads. In this paper, numerical models are used to simulate the performance of retrofitted RC slabs subjected to blast loads. Airblast pressure distributions on the surface of the slabs estimated in a previous study are used as input in the analysis. A material damage model developed previously for concrete and an elastoplastic model for steel bars are employed in this research for modelling reinforced concrete behaviour due to explosive loads. The material models and blast loading are coded into a finite element computer program LS-DYNA3D to do the analysis. With the numerical model, parametric studies are conducted to investigate RC slabs retrofitted by either externally bonded or near-surface mounted plates or GFRP sheets subjected to blast loads. Discussion is made on the effectiveness of the retrofitting system for RC slabs against blast loads. 相似文献
14.
异形柱结构体系抗震性能初探 总被引：1，自引：0，他引：1
吸取震害教训,力求抗震安全。分析了异形柱框架结构体系,CL结构体系（异性柱和复合墙板）的抗震性能,发现二者的抗震性能均较差,不适用于设防烈度为8度和小高层房屋。 相似文献
15.
电容式硅微加速度计系统的性能分析 总被引：1，自引：0，他引：1
介绍了微加速度计的工作原理,得出了不同方向上的加速度计的等效刚度.基于加速度计的集总模型分析,从能量和运动角度推导得出了加速度计的等效质量、精度和灵敏度的具体表达形式.从力学观点,总结了加速度计阻尼的影响因素.对开环和闭环加速度计系统的机械热噪声的特性和它们各自检测的动态范围进行研究后发现,电容式微加速度计的噪声主要由机械热噪声决定,并取决于加速度计系统的温度和阻尼.对闭环加速度计系统的测量结果表明,系统的精度可以达到mg数量级,量程为±50g的范围. 相似文献
16.
为了分析塔式起重机的动力特性及在不同水平下的地震响应,首先借助ANSYS有限元分析软件,对塔式起重机进行模态分析;其次对塔式起重机的有限元模型分别输入EI Centro、Taft及汶川什邡八角站三种激励地震波,分析塔身和水平横梁节点地震响应,最后讨论塔式起重机的抗震设计要点及隔震措施。结果表明：塔式起重机的塔臂疲劳主要由地震反应谱中的窄带过程控制,反之,塔臂的折断破坏是由宽带过程起主要作用。 相似文献
17.
基于ADAMS虚拟样机仿真软件平台,对拟设计的一种钢厂用杠杆夹紧器进行了建模仿真及运动学和动力学分析,得到了杠杆夹紧器工作下的运动曲线及夹紧力曲线,并比较了有阻尼和无阻尼情况下的夹紧力及连杆的速度、加速度,为夹紧器的进一步优化设计提供了参考。 相似文献
18.
对交流电机转子横振时电磁阻尼及考虑电磁阻尼时转子横振进行了研究.首先应用磁场理论求得了电机三相不对称运行时电磁阻尼力,并对三相对称时的电磁阻尼进行了计算.接着用拉格朗日-麦克斯韦方程求得了转子横向振动的方程,画出了三相对称时转子强迫振动的幅频曲线,并与实验进行了对照,实验结果与理论结果吻合的很好. 相似文献
19.
Jian-hua SHAO Qiang GU Yong-kang SHEN 《浙江大学学报(A卷英文版)》2008,9(3):322-329
This paper presents some methods that the standard acceleration design response spectra derived from the present China code for seismic design of buildings are transformed into the seismic demand spectra, and that the base shear force-roof displacement curve of structure is converted to the capacity spectrum of an equivalent single-degree-of-freedom （SDOF） system. The capacity spectrum method （CSM） is programmed by means of MATLABT.0 computer language. A dual lateral force resisting system of 10-story steel frame-steel plate shear walls （SPSW） is designed according to the corresponding China design codes. The base shear force-roof displacement curve of structure subjected to the monotonic increasing lateral inverse triangular load is obtained by applying the equivalent strip model to stimulate SPSW and by using the finite element analysis software SAP2000 to make Pushover analysis. The seismic performance of this dual system subjected to three different conditions, i.e. the 8-intensity frequently occurred earthquake, fortification earthquake and seldom occurred earthquake, is evaluated by CSM program. The excessive safety of steel frame-SPSW system designed according to the present China design codes is pointed out and a new design method is suggested. 相似文献
20.
WANG Yong HUANG Qi-bai ZHOU Ming-gang XIE Shou-yong 《重庆大学学报(英文版)》2006,5(3):125-130
1 Introduction ? Low frequency vibration has an important effect on body comfort and on the fatigue of a vibrating system. Nearly all actual vibrating systems are nonlinear. However, nonlinear behaviors are not always observed in the system dynamics. Thus… 相似文献