Semiactive control of rigid blocks under earthquake excitation

This paper investigates the usefulness of a semiactive control to reduce the overturning vulnerability of a rigid block on a rigid plane under earthquake excitation. The proposed feedback law is used to set the stiffness of restraints placed at the 2 lower corners of the block. The performance of the semiactive control is numerically validated by subjecting the block to 100 recorded accelerograms. Specific simulations are performed to study the effect of different anchorage design parameters on the utility of the control. Finally, the robustness of the proposed control is addressed with respect to typical issues of the real‐world implementation.     

多维地震激励下曲线梁桥简化模型及最不利输入方向研究

曲线梁桥只有在某一特定方向输入地震动时,结构某点或某截面的内力(或应力)才能达到最大值,需要沿多个可能方向输入计算才能确定地震动最不利输入方向。根据隔震曲线梁桥受力特点,将桥梁上部结构和桥墩简化均具有两个水平自由度和一个围绕质量中心轴扭转自由度的堆积质量模型,建立双质点六自由度简化分析模型,通过求解曲线梁桥的动力学方程研究结构的动力特性和地震动行为。算例表明,双质点模型计算结果与传统的有限元模型基本一致,且计算方法简单,可以考虑各种敏感因素的影响,借助编程更适合提出规律性的设计方法。进而在双质点模型基础上应用MATLAB编程探讨多维地震作用下曲线梁桥地震波最不利输入方向的问题,针对不同参数的隔震曲线梁桥,改变相关参数后只需运行一次就可以实现最不利输入角度的确定,可为有限元法最不利地震波输入方向的确定提供参考,并大大减少多个方向输入试算的工作量。     

多维地震激励下考虑构件滞回性能的输电塔倒塌分析

本文基于角钢新型非线性材料本构模型对多维地震激励下输电塔倒塌破坏进行模拟研究。基于ABAQUS中RIKS算法得到不同长细比角钢的屈曲承载力,并通过承载力试验验证有限元分析结果。基于角钢滞回性能试验结果,采用Fortran语言编制角钢新型非线性材料本构模型,并与试验结果对比。建立输电塔三维有限元模型,采用动力显式分析方法,对多维地震激励下输电塔倒塌进行模拟,总结输电塔的极限承载力、杆件屈曲情况和倒塌位置。研究结果可为多维地震激励下输电塔抗倒塌设计提供参考。     

编码激励在岩石衰减(1/Q)检测中的应用

通过测量超声波衰减能够检测岩石强度,但超声信号的低信噪比特征一直是精确测量衰减的瓶颈.编码激励技术能够在不损失分辨率的情况下提高信噪比,因此成为超声检测岩石强度的关键.为了促进编码激励技术在实验室检测中的应用,我们系统研究了编码激励的原理和方法,通过数值和物理实验获得了该技术的使用条件.物理实验表明,编码激励技术能够抑...     

Properties study of LiNbO3 lateral field excited device working on thickness extension mode

This paper investigates the properties of thickness extension mode excited by lateral electric field on LiNbO₃ by using the extended Christoffel--Bechmann method. It finds that the lateral field excitation coupling factor for a-mode (quasi-extensional mode) reaches its maximum value of 28% on X-cut LiNbO₃. The characteristics of a lateral field excitation device made of X-cut LiNbO₃ have been investigated and the lateral field excitation device is used for the design of a high frequency ultrasonic transducer. The time and frequency domain pulse/echo response of the LiNbO₃ lateral field excitation ultrasonic transducer is analysed with the modified Krimholtz--Leedom--Matthae model and tested using traditional pulse/echo method. A LiNbO₃ lateral field excitation ultrasonic transducer with the centre frequency of 33.44 MHz and the --6 dB bandwidth of 33.8% is acquired, which is in good agreement with the results of the Krimholtz--Leedom--Matthae model. Further analysis suggests that the LiNbO₃ lateral field excitation device has great potential in the design of broadband high frequency ultrasonic transducers.     

地震信息基础架构(Seis-Cyberinfrastructure) 的发展战略思考

作者从新名词Cyberinfrastructure着手,阐释了地震信息基础架构的意义,分析了地球科学研究面临的挑战,指出了信息基础架构是通向科学创新的"金山"之路,现代科研方式的重大变革和革命有赖于信息基础架构的建设.基于对地震信息基础架构的认识,根据面临的地震科学前沿问题的国际竞争和挑战,本文提出了未来5～10年里,7个地震信息基础架构发展的战略方向.     

一种新的巨型-子结构控制体系在非平稳地震作用下的反应分析

本文研究了一种新的控制结构体系——巨型-子结构控制体系。根据控振结构体系的特点和通过对该结构的变形分析:主框架采用弯曲模型,而次框架采用剪切模型的集中质量模型,据此推导了控振结构的运动方程。利用复模态方法,对它和普通巨型框架结构进行了2种非平稳地震作用下的对比分析。研究结构表明:这种新的结构体系能有效控制地震响应,结构安全性和舒适度均有明显提高。     

Robust H∞ control for aseismic structures With uncertainties in model parameters

This paper presents a robust H∞ output feedback control approach for structural systems with uncertainties in model parameters by using available acceleration measurements and proposes conditions for the existence of such a robust ontput feedback controller.The uncertainties of structural stiffness,damping and mass parameters are assumed to be norm-bounded.The proposed control approach is formulated within the framework of linear matrix inequalities,for which existing convex optimization techniques,such as the LMI toolbox in MATLAB,can be used effectively and conveniently.To illustrate the effectiveness of the proposed robust H∞ strategy,a six-story building was subjected both to the 1940 El Centro earthquake record and to a suddenly applied Kanai-Tajimi filtered white noise random excitation.The results show that the proposed robust H∞ controller provides satisfactory results with or without variation of the structural stiffness,damping and mass parameters.     

莱州湾荧光溶解有机物的时空分布

利用三维荧光光谱-平行因子分析法(EEMs-PARAFAC)技术结合多元统计方法研究了莱州湾海域春季(2020年5月)和秋季(2020年10月)荧光溶解有机物(FDOM)的来源及时空分布特征。结果显示莱州湾海域FDOM由2类共4个荧光组分组成:C1、C4为类蛋白质组分,分别为色氨酸和酪氨酸; C2、C3为类腐殖质组分。并对各组分的来源及分布特征分析:春季FDOM分布主要受到陆源输入的影响,其中表层C1、C2、C3也受微生物活动影响。秋季表层C1、C2、C3分布受到陆源输入和浮游植物生产共同影响,秋季表层C4主要受生物现场生产影响,秋季底层C1、C2、C3主要受陆源输入影响,C4受陆源输入和浮游植物生产共同影响。各荧光组分在表层的季节性差异主要是由于春季部分FDOM经陆源输入后受偏南风作用,在莱州湾西部及南部海域扩散。FDOM在底层的季节性差异主要由于受到沉积物再悬浮的影响。HIX高值分布表明莱州湾西部和南部FDOM受陆源输入影响显著,BIX高值分布表明莱州湾远海FDOM受生物活动影响程度较高。总体上,陆源输入影响莱州湾FDOM分布的主要因素。     

CONVEX MODEL FOR SEISMIC DESIGN OF STRUCTURES—I: ANALYSIS

A convex model is used to estimate the maximum response of structural systems subjected to uncertain seismic excitations. The convex model is based on the assumption that the energy of the excitation is bounded . A reduction factor, defined in the modal domain by dividing the results obtained from the convex model by those from the time history of the actual record, is used to calibrate the convex model. An average reduction factor is also defined by averaging a set of excitation-specific reduction factors. The average reduction factor can be used for unknown excitations with an assumed energy bound and certain common earthquake characteristics. These common characteristics can be defined either by a set of previous earthquakes in the region or by regional earthquake spectra. The convex model using the average reduction factor yields acceptable predictions of the maximum response.