大底盘层间隔震结构抗震性能研究

随着我国城市化进程的加快,高层建筑已屡见不鲜,而大底盘塔式结构最为常见.由于大底盘和塔楼之间刚度和质量的突变,使其抗震性能明显降低,如何提高这类结构的抗震性能成为工程界需要解决的重要问题之一.目前,工程中普遍使用的方法是使用变形缝将塔楼与附属建筑分开,但这种做法不仅构造麻烦,而且也给结构的正常使用带来不便.本文研究通过...     

多层建筑中楼梯部分对整体结构的地震影响分析

楼梯做为建筑结构的重要组成部分,其在使用过程中发挥着极其重要的作用。采用SAP2000有限元软件模拟工程中常见的几种楼梯布置方案进行数学建模,来分析地震对结构影响情况。分析结果表明,楼梯的布置位置不同对结构的内力、位移等有着很大的影响,在设计中应该加以重视。     

改进的EMD方法及大坝强震反应信号应用分析

基于经验模态分解(EMD)的希尔伯特黄变换(HHT)方法能够较好地分析非平稳和非线性的信号。在EMD分解过程中易产生模态混淆现象,影响了信号分析结果的准确性。本文通过对EMD分解过程进行改进,在分解进程中增加滤波手段有效抑制了模态混淆现象,应用仿真信号实例进行对比分析表明抑制效果明显。最后,应用该改进方法对大坝强震反应信号进行分析,研究大坝在强震下特性变化规律。     

基于地震灾害场景的主动配电网多维韧性评估方法

为了分析主动配电网承受破坏性扰动事件以及快速恢复重要负荷的韧性支撑能力,融合相量测量单元（PMU）高精度动态感知能力提出了一种新的以地震灾害场景为背景的主动配电网多维韧性评估方法。阐述了配电网韧性的基本概念及特征,并将地震作为极端事件代表,构建了反映配电线路故障率与地震动峰值加速度加权均值的模型,继而采用非序贯蒙特卡罗抽样和K-means++聚类算法筛选出代表性的地震场景;基于系统配置的PMU的强感知力建立反映韧性电网应变力、防御力、恢复力和协同力的评估指标,形成韧性多维特征空间,进而利用事件集点簇中心与最优韧性点的加权欧氏距离评估系统多维综合韧性;分析增强电力线路强度、提高联合系统中分布式电源可供容量这2种措施对系统韧性提升的影响,挖掘韧性电网对抗震防灾的学习力。最后,通过改进的PG&E69系统验证所提方法的有效性和准确性。     

等通道转角挤压制备超细晶材料的研究与发展

等通道转角挤压(Equal channel angular pressing,ECAP)是大塑性变形制备超细晶材料的方法之一,具有大晶粒尺寸的材料可以在室温下挤压达到超细晶尺度。从ECAP模具参数、工艺条件影响因素、模具及制备方法改进、细化机理、制备的超细晶材料组织稳定性及性能方面进行总结,并结合部分研究结果可知,ECAP模具正在不断被优化和改进,复合挤压技术不断出现,目前已实现超细晶材料的连续ECAP挤压制备技术。等通道转角挤压的晶粒细化主要是由于剪切力的作用和第二相粒子的作用,ECAP晶粒细化机理及组合工艺的研究是目前研究的热点。超细晶材料在不同领域的应用对其性能提出的更高要求,对其大塑性变形制备技术本身也是挑战。     

大塑性变形工艺制备纳米晶过饱和固溶体的研究进展

合金在大塑性变形过程中能够形成纳米晶过饱和固溶体,呈现出不同于传统粗晶材料的微观结构和独特性能。近年来,纳米晶过饱和固溶体的形成机制及其热稳定性已成为国内外的一个研究热点。综述了大塑性变形工艺(如机械合金化法、高压扭转法等)制备纳米晶过饱和固溶体的研究概况,着重讨论分析了大塑性变形诱导纳米晶形成和固溶度扩展的几种机制及其局限性,简要介绍了纳米晶过饱和固溶体的热稳定性及其影响因素,最后对该领域今后的研究方向做出了分析和展望。     

High‐rise concrete and clay block masonry building in Brazil

Brazilian structural concrete and clay block masonry construction shares many common features with construction all over the world: blocks of a similar shape are bedded in mortar, vertical and horizontal reinforcement is placed in grouted cells, engineering analysis and design follows universal principles and local design codes mimic those adopted elsewhere. However, loadbearing masonry construction in Brazil has become one of the most preferred high‐rise building systems due to its cost‐effectiveness and ease of construction compared to normal reinforced concrete solutions. This paper provides an overview of loadbearing masonry building in Brazil, including case studies on notable high‐rise masonry structures, with an overview of how Brazilian materials, codes and practices differ from the rest of the world. Finally, the paper explains how the use of high‐strength units assists the growing demand for taller and taller buildings and provides insight into why owners and general contractors often prefer to use structural masonry.     

Stochastic simulation of velocity pulses of near-fault ground motions based on multivariate copula modeling

Due to the featured high-amplitude, long-period pulses in velocity or displacement time–history, the near-fault ground motion may have a stronger destructive effect on engineering structures. Therefore, studying velocity pulses modeling of near-fault ground motions has been an important topic in the earthquake engineering community. However, the variability and probabilistic correlation of pulse model parameters have not received enough attention. To this end, an elegant method for stochastic simulation of velocity pulses of near-fault ground motions is proposed based on the classical Gabor wavelet modeling and probabilistic correlation analysis of associated model parameters by multivariate copula modeling. Especially, an efficient scheme of iteratively determining the optimal copulas pertinent to edges of a complex vine structure is developed, and two parameters relevant to the near-fault ground motion records, i.e., the rupture distance and the strongest pulse orientation, are introduced which provides a physical basis for addressing the dependence structure among variables. For illustrative purposes, the ground accelerograms recorded by near-fault instruments in the 1999 Chi-Chi earthquake are used. It is shown that the multivariate copula modeling enables the efficient representation of probabilistic correlation between model parameters which is consistent with their physical mechanism. The time histories and spectral characteristics of velocity pulses of near-fault ground motions and their stochastic fluctuations with respect to the rupture distance are well simulated. While the empirical linear regression model does not meet the requirements of random vibration analysis and thus cannot guide the safety design of seismic structures.     

海量地震数据的复合分层式存储方案

该文介绍了网络及其存储技术在地震数据管理中的作用,分析了地震数据存储面临的特点,并通过分析对比各存储结构及网络结构．设计了一个用于地震数据存储的网络存储方案。     

超大型连续式跨声速风洞地震安全分析

采用有限元法对某超大型连续式跨声速风洞进行地震安全分析。使用ANSYS建立整体结构模型并施加实际约束,为确保计算精度和计算效率,采用实体壳单元SOLIDSHELL进行网格划分;依据JB/T 4710—2005《钢制塔式容器》和仿真模态分析进行水平地震力计算;基于JB 4732—1995《钢制压力容器——分析设计标准》对风洞进行强度评定。计算结果表明：在地震载荷作用下,该风洞主体结构强度安全裕量较大,其结构形式合理可靠。