摩擦摆隔震支座在地震反应中的影响分析

本文以一座7层框架结构作为研究对象,运用有限元分析软件SAP2000,对摩擦摆基础隔震结构进行地震反应分析,输入地震波EI-Centro波,通过调整摩擦摆支座的摩擦系数,分析在不同的摩擦系数下结构的周期、基底位移、楼层加速度的影响变化,表明随着支座摩擦系数的增大,结构自振周期逐渐变小,楼层的滑动位移反应也呈减小的趋势,但楼层加速度反应会逐渐变大,为滑移隔震技术应用到实际工程提供了参考依据。     

基于摩擦摆支座的地铁车站减震控制参数敏感性分析

为研究摩擦摆支座参数对地铁车站结构地震响应的影响,以大开车站为研究对象,建立了三维精细化摩擦摆支座模型,开展了设置摩擦摆支座地铁车站结构的非线性动力时程分析。基于数值模拟结果,研究了摩擦摆支座滑面摩擦系数与滑面等效半径的不同组合对地铁车站结构地震响应的影响。研究发现,滑面摩擦系数与滑面等效半径的改变会明显改变地铁车站结构的地震响应,相比于滑面等效半径,滑面摩擦系数的改变对车站地震响应的影响更大。摩擦系数越小,车站中柱的地震响应越小。车站中柱的弯矩与变形随着摩擦摆支座等效半径的减小而增大,中柱剪力随等效半径的增大呈现出先减小后增大的趋势。     

深井软岩巷道围岩控制技术研究

深井软岩巷道支护是目前矿压界的支护难题之一。依据现场工程实践,通过设计合理有效的支护方案且对巷道支护参数进行优化。采用以注浆锚杆与注浆锚索为主的锚注联合支护巷道两帮,并施加以底板反底拱,及时监测矿压变化规律。结果表明,注浆锚杆与锚索在深井软岩巷道围岩控制中可以起到良好的效果,巷道反底拱能够有效控制深井巷道底鼓。     

Study on self‐adjustable variable pendulum tuned mass damper

Pendulum tuned mass damper (PTMD) is usually used to control the horizontal vibration of a tall building. However, traditional PTMD is highly sensitive to frequency deviation and difficult to adjust its frequency. In order to improve this problem of traditional PTMD and protect a tall building more effectively, a novel PTMD, called self‐adjustable variable pendulum tuned mass damper (SAVP‐TMD), is proposed in this paper. On the basis of the acceleration ratio between TMD and primary structure, the SAVP‐TMD can retune itself by varying the length of the pendulum according to the improved acceleration ratio‐based adjustment algorithm. PTMD and primary structural accelerations are obtained from two accelerometers respectively, and the acceleration ratio is calculated in a microcontroller, then, the stepper motor will adjust the pendulum under the guidance of the microcontroller under a specific harmonic excitation. The improved acceleration ratio‐based adjustment algorithm is proposed and compared to solve the nonconvergent retuning problem. The SAVP‐TMD can be regarded as a passive damper including a frequency adjustment device. A single‐degree‐of‐freedom structure model is used to verify the effectiveness of SAVP‐TMD through both experimental study and numerical simulation. In order to further verify the effect of SAVP‐TMD in the MDOF structure, a five‐storey structure coupled with an SAVP‐TMD is proposed as a case study. The results of experiment, simulation, and case study all show that SAVP‐TMD can retune itself to the primary structural dominant frequency robustly, and the retuned PTMD has a better vibration control effect than the mistuned one.     

Mechatronic design of a self-balancing three-dimensional inertia wheel pendulum

In this paper a three-dimensional self-balancing cube is introduced. For stabilization and swing-up, reaction wheels are placed within the cube along with the actuation, electronics and sensors. This allows the cube to swing up from a rest position and to balance around the unstable steady-state positions. We conducted a design assessment to review different design approaches. For the most promising design, we formulated a parameter optimization to calculate the most suitable dimensions for the cube and the inertia elements. These results were used in the mechanical design stage to obtain the optimal design parameters for the cube in an iterative process. To show the effectiveness of the test bench we considered a proportional control law for swing-up and stabilization at the various steady state positions.     

Inverted pendulum stabilization: Characterization of codimension-three triple zero bifurcation via multiple delayed proportional gains

The paper considers the problem of stabilization of systems possessing a multiple zero eigenvalue at the origin. The controller that we propose, uses multiple delayed measurements instead of derivative terms. Doing so, we increase the performances of the closed loop in presence of system uncertainties and/or noisy measurements. The problem formulation and the analysis is presented through a classical engineering problem which is the stabilization of an inverted pendulum on a cart moving horizontally. On one hand, we perform a nonlinear analysis of the center dynamics described by a three dimensional system of ordinary differential equations with a codimension-three triple zero bifurcation. On the other hand, we present the complementary stability analysis of the corresponding linear time invariant system with two delays describing the behavior around the equilibrium. The aim of this analysis is to characterize the possible local bifurcations. Finally, the proposed control scheme is numerically illustrated and discussed.     

分布式环境下多关键词并行密文检索方案

对于可搜索加密需要均衡数据的安全性和检索效率。针对SSE-1密文检索方案中检索性能低、单关键词检索模式不足和传统单服务器架构中的单机资源局限性等问题，设计并实现了一种多关键词并行密文检索系统。该系统采用不同的索引加密方式提高密文检索性能；通过对密文倒排索引的切分实现倒排索引的分块检索，克服了单机资源的局限性并提高了检索效率；通过结合分布式特点扩展了传统单机检索架构并实现了多关键词的并行检索。实验结果表明，与SSE-1方案相比，在保证密文数据安全性的前提下所提方案能够提高检索、更新等操作的效率，实现多关键词的检索，同时动态扩展系统分布式架构以提高系统负载能力。     

Stochastic rotational response of a parametric pendulum coupled with an SDOF system

In this paper, parametric excitation of a lumped mass pendulum is investigated when having its pivot point vertically excited. Such a system is described by a sinus type nonlinear Mathieu equation and attention is drawn to the rotational motion of the mass. A single-degree-of-freedom (SDOF) system is used as a base for the pendulum, floating on ocean waves and being externally excited by them thus falling into the subclass of autoparametric systems. Due to the random nature of waves, a narrow-band stochastic process is used to model the environmental excitation. The effect of dry friction is considered and the interaction between the pendulum's rotational response and the base is studied.     

块系覆岩中摆型波传播对巷道支护动力响应影响

为研究支护体自身的动力响应规律,通过理论和计算分析岩体中的非线性摆型波传播对巷道支护动力响应的影响,根据摆型波在非连续自应力块系上覆岩体中传播时的支护动力响应模型,研究上覆岩块间的黏弹性性质及岩块破坏对支护动力响应的影响。通过计算分析得出,上覆岩块间弹性下降时,支护的动态受拉和受压幅值随之下降且周期变大;上覆岩块间阻尼增大时,支护的受拉和受压周期不变,但周期内的微扰动逐渐消失且幅值略有下降;上覆岩块沿垂直冲击方向破裂成两个子块时,支护的受拉和受压次数增加。     

Optimum design of mounting components of a mass property measurement system

Measurement of inertia properties of aerospace vehicle and submarine are vital to meet the intended motion objectives. The Moment of Inertia (MOI) is calculated by measuring the frequency of free torsional oscillation of the object mounted on a nearly friction less air bearing. For getting accurate measurement and to nullify the effect of undesired vibrations, the stiffness of the different components of the mounting and fixture (torsion rod, flexure) should be maintained appropriately. The optimum design of torsion rod and flexure is based on ensuring desired natural frequencies in different modes. Initiating with an analytical approach, the actual dimensions of the components are determined based on natural frequencies obtained by finite element analysis of the components. Simulated results are verified with experimental results.