多维激励下曲线梁桥地震反应分析

大量震害表明,地震动除有3个方向的平动分量外,还有绕3个轴的转动分量.以往对曲线梁桥这种不规则结构的抗震分析主要集中在平动分量上,随着地震动转动分量理论的进步,有必要在大跨曲线梁桥的抗震分析中引入转动分量的影响问题.     

Output only modal identification and structural damage detection using time frequency ＆ wavelet techniques

The primary objective of this paper is to develop output only modal identifi cation and structural damage detection.Identif ication of multi-degree of freedom(MDOF) linear time invariant(LTI) and linear time variant(LTV—due to damage) systems based on Time-frequency(TF) techniques—such as short-time Fourier transform(STFT),empirical mode decomposition(EMD),and wavelets—is proposed.STFT,EMD,and wavelet methods developed to date are reviewed in detail.In addition a Hilbert transform(HT) approach to determine ...     

Extensions of nonlinear error propagation analysis for explicit pseudodynamic testing

Two important extensions of a technique to perform a nonlinear error propagation analysis for an explicit pseudodynamic algorithm (Chang, 2003) are presented. One extends the stability study from a given time step to a complete step-by-step integration procedure. It is analytically proven that ensuring stability conditions in each time step leads to a stable computation of the entire step-by-step integration procedure. The other extension shows that the nonlinear error propagation results, which are derived for a nonlinear single degree of freedom (SDOF) system, can be applied to a nonlinear multiple degree of freedom (MDOF) system. This application is dependent upon the determination of the natural frequencies of the system in each time step, since all the numerical properties and error propagation properties in the time step are closely related to these frequencies. The results are derived from the step degree of nonlinearity. An instantaneous degree of nonlinearity is introduced to replace the step degree of nonlinearity and is shown to be easier to use in practice. The extensions can be also applied to the results derived from a SDOF system based on the instantaneous degree of nonlinearity, and hence a time step might be appropriately chosen to perform a pseudodynamic test prior to testing.     

剪力墙结构对等效地震动输入的影响

采用ANSYS软件建立了考虑土-剪力墙结构相互作用的二维时域动力计算模型,分别考虑了不同土体、上部结构层数对等效输入的影响.根据计算结果,上述因素对等效输入的平动影响不大,但对基础的转动影响很大.特别地,桩基对基础的转动角位移影响很大.因此,分析土-结构相互作用的等效输入,应着重研究基础的转动输入.     

Delay-dependent stability and added damping of SDOF real-time dynamic hybrid testing

It is well-recognized that a transfer system response delay that reduces the test stability inevitably exists in real-time dynamic hybrid testing (RTDHT).This paper focuses on the delay-dependent stability and added damping of SDOF systems in RTDHT.The exponential delay term is transferred into a rational fraction by the Padé approximation, and the delay-dependent stability conditions and instability mechanism of SDOF RTDHT systems are investigated by the root locus technique.First, the stability conditions are discussed separately for the cases of stiffness, mass, and damping experimental substructure.The use of root locus plots shows that the added damping effect and instability mechanism for mass are different from those for stiffness.For the stiffness experimental substructure case, the instability results from the inherent mode because of an obvious negative damping effect of the delay.For the mass case, the delay introduces an equivalent positive damping into the inherent mode, and instability occurs at an added high frequency mode.Then, the compound stability condition is investigated for a general case and the results show that the mass ratio may have both upper and lower limits to remain stable.Finally, a high-emulational virtual shaking table model is built to validate the stability conclusions.     

利用数字强震仪记录实时仿真地动速度

本文首先讨论了计算单自由度系统相对速度递归公式所存在的问题,然后根据递归方程不变性和中心差分,得到了新的计算单自由度系统相对速度地震反应的递归公式,分析了新公式的误差精度。在此基础上,利用地震仪原理,提出了由加速度记录实时恢复地动速度的计算方法。     

关于结构系统地震输入模式问题的讨论

通过具有不同自振频率的单自由度系统地震响应的数值计算,讨论了基于运动学和动力学关系所形成的不同地震动时程输入模式对计算结构地震响应的影响.数值结果表明,不同地震输入模式对计算结构地震响应是有较大的影响,要慎重应用地震位移输入模式.     

非接触式六自由度运动测量与分析方法

本文提供了一种非接触式六自由度运动测量与分析方法。首先应用位置测量仪（ＰＳＤ）对安置在模型上的红外线发光源（ＬＥＤ）进行测量,然后用所编制的软件计算出模型的六个自由度运动情况。该方法避免了接触式测量仪对模型作用一定的力而产生的误差,同时具有较高的位置解析度与频率响应能力,测量结果精度较高。该方法可同时测量空间三个点的运动坐标从而可用计算机求得模型在空间的六个自由度运动情况。测量与分析结果令人满意。     

地球自转变化的重力效应

极移对重力测量的影响在前人的研究和工作中已得到了充分的考虑并有不同形式的改正公式。但是由于地轴转动速率变化的重力效应的量级很小,且限于以前的测量精度以及资料处理方法,因而常常被忽略。随着着重力测量精度的提高以及资料处理方法的改进,有必要重新讨论该影响。本文从推导地球瞬时自转极运动对地面台站重力测量值影响的公式入手,将地球自转角速率变化的重力效应和极移的重力效应分离来来,并对它们的量级分别作了估计。     

半刚性连接钢框架结构弹性时程分析

用两端带转动弹簧的杆单元代替一般的杆单元,提出了一种新的平面杆系钢结构动力弹性时程分析计算模型。采用虚功原理,通过对单元转角-位移方程的修正,推导了这种计算模型的单元质量矩阵,并编制了相应的弹性时程分析计算程序,分析了连接的半刚性在不同地震动作用下对钢框架结构动力性能的影响,并与有限元结果进行了比较。算例结果表明:连接的半刚性对结构动力性能的影响非常大,结构的抗震性能优于刚性连接的情况。