Analytical Investigation into the Rotational Performance of Glulam Bolted Beam-Column Connections under Coupled Bending Moment and Shear Force

Considering the glulam beam-column connection form and the number of bolts,monotonic loading test and finite element analysis was carried out on 9 connection specimens in 3 groups to study the rotational performance and failure mode of the connection.The test results revealed that compared with U-shaped connectors,T-shaped connectors can effectively improve the ductility of connections,and the increase in the number of bolts can reduce the initial stiffness and ductility of connections.By theoretical analysis,formulas for calculating the initial stiffness and ultimate moment of connections were deduced.Subsequently,the moment-rotation theoretical model of connections was established based on the formulas,which were validated according to the test data and simulation results.The proposed model can not only improve the current theoretical system of heavy-duty glulam beam-column structure but also provide a theoretical basis for calculating the mechanical properties of the glulam beam-column connection.

Seismic performance of interior precast concrete beam-column connections with T-section steel inserts under cyclic loading

An experimental investigation was conducted to study the performance of precast beam-column concrete connections using T-section steel inserts into the concrete beam and joint core,under reversed cyclic loading.Six 2/3-scale interior beam-column subassemblies,one monolithic concrete specimen and five precast concrete specimens were tested.One precast specimen was a simple connection for a gravity load resistant design.Other precast specimens were developed with different attributes to improve their seismic performance.The test results showed that the performance of the monolithic specimen M1 represented ductile seismic behavior.Failure of columns and joints could be prevented,and the failure of the frame occurred at the flexural plastic hinge formation at the beam ends,close to the column faces.For the precast specimens,the splitting crack along the longitudinal lapped splice was a major failure.The precast P5 specimen with double steel T-section inserts showed better seismic performance compared to the other precast models.However,the dowel bars connected to the steel inserts were too short to develop a bond.The design of the precast concrete beams with lap splice is needed for longer lap lengths and should be done at the beam mid span or at the low flexural stress region.

Influence of the column-to-beam flexural strength ratio on the failure mode of beam-column connections in RC frames

The column-to-beam flexural strength ratio(CBFSR)has been used in many seismic codes to achieve the strong column-weak beam(SCWB)failure mode in reinforced concrete(RC)frames,in which plastic hinges appear earlier in beams than in columns.However,seismic investigations show that the required limit of CBFSR in seismic codes usually cannot achieve the SCWB failure mode under strong earthquakes.This study investigates the failure modes of RC frames with different CBFSRs.Nine typical three-story RC frame models with different CBFSRs are designed in accordance with Chinese seismic codes.The seismic responses and failure modes of the frames are investigated through time-history analyses using 100 ground motion records.The results show that the required limit of the CBFSR that guarantees the SCWB failure mode depends on the beam-column connection type and the seismic intensity,and different types of beam-column connections exhibit different failure modes even though they are designed with the same CBFSR.Recommended CBFSRs are proposed for achieving the designed SCWB failure mode for different types of connections in RC frames under different seismic intensities.These results may provide some reference for further revisions of the SCWB design criterion in Chinese seismic codes.

Toeplitz Operators on the Bergman Space of Multi-connected Domains

In this paper, we investigate the Toeplitz operators with positive measure symbols on the Bergman spaces of bounded multi-connected domains and show that a Toeplitz operator is bounded or compact if and only if the symbol measure is a Carleson or vanishing Carleson measure respectively.

Chen’s Inequalities for Submanifolds in (<i>&kgreen;, &#181</i>)-Contact Space Form with a Semi-Symmetric Non-Metric Connection

In this paper, we obtain Chen’s inequalities in (k,?μ)-contact space form with a semi-symmetric non-metric connection. Also we obtain the inequalites for Ricci and K-Ricci curvatures.

Numerical and Experimental Study of Steel Space Truss with Stamped Connection

Tubular section members made of steel are common in space trusses. There are several types of connections to attach these members. The most popular is the staking end-flattened connection. The reduced cost and the fast assemblage of the truss are among the advantages of the staking end-flattened connection on 3D trusses. However, such connections present disadvantages like eccentricities and stiffness weakening of the tubular members. In this work, based on computer simulations and experimental lab tests on prototypes, small changes on the staking end-flattened connections such as reinforcement and eccentricity correction are evaluated. The results show an increase of 68% for local collapse and 17% for global collapse in the truss load carrying capacity when the suggested changes proposed in this article are used for the staking end-flattened connections.

Was Polchinski Wrong? Colombeau Distributional Rindler Space-Time with Distributional Levi-CivitàConnection Induced Vacuum Dominance. Unruh Effect Revisited

The vacuum energy density of free scalar quantum field in a Rindler distributional space-time with distributional Levi-Cività connection is considered. It has been widely believed that, except in very extreme situations, the influence of acceleration on quantum fields should amount to just small, sub-dominant contributions. Here we argue that this belief is wrong by showing that in a Rindler distributional background space-time with distributional Levi-Cività connection the vacuum energy of free quantum fields is forced, by the very same background distributional space-time such a Rindler distributional background space-time, to become dominant over any classical energy density component. This semiclassical gravity effect finds its roots in the singular behavior of quantum fields on a Rindler distributional space-times with distributional Levi-Cività connection. In particular we obtain that the vacuum fluctuations have a singular behavior at a Rindler horizon . Therefore sufficiently strongly accelerated observer burns up near the Rindler horizon. Thus Polchinski’s account doesn’t violate the Einstein equivalence principle.

炮孔间距对偏心不耦合装药贯通裂纹扩展的影响

为研究光面爆破中偏心不耦合装药炮孔间距对贯通裂纹扩展的影响,利用同心不耦合装药的孔壁压力计算公式并结合应力波叠加原理,推导偏心不耦合装药的炮孔间距计算方法。基于求得的炮孔间距范围,计算3种岩石介质在不同炮孔间距条件下贯通裂纹的扩展位置,并选择砂岩材料进行数值模拟。结果表明:偏心不耦合装药爆破中,贯通裂纹主要集中于偏心侧;抗拉强度大的岩石,贯通裂纹偏离炮孔连心线的程度也较大。砂岩的炮孔间距为60 cm时,贯通裂纹扩展方向与炮孔连心线重合,连心线下方出现裂纹比较集中的贯通区域;炮孔间距的增大导致贯通裂纹远离炮孔连心线,从而造成欠挖。偏心不耦合装药爆破后,偏心侧岩石的损伤明显大于非偏心侧。

多尺度嵌套的复合生态安全格局构建与管控路径——以湖北省通城县为例

国土空间提供多样的生态系统服务功能且存在权衡协同关系,如何基于复合生态安全格局保障国土空间生态安全,并在实践中实现有效的空间管控,是当前研究的核心问题。通过分析当前生态安全格局构建存在的问题,提出多尺度嵌套的复合生态安全格局构建与管控路径,并以湖北省通城县为例,通过生态系统服务功能量化和生态网络要素识别,优化单功能生态网络的构建路径,进而构建多功能复合的生态安全格局。在此基础上,以绿色空间为切入点,探究复合生态安全格局嵌套衔接的跨尺度空间管控方法,以实现生态安全格局由宏观区域尺度向城区中微观尺度的有效传导与衔接。

融入智能网联汽车的混行交通流混沌特性

为了研究混行交通流混沌特性、辨析影响混行车队混沌程度的因素,在传统交通流理论基础上,利用Cao方法和改进的Cao方法确定混行交通流延迟时间和嵌入维数,对混行交通流序列进行相空间重构并通过计算最大Lyapunov指数判定其混沌特性.对混行交通流中智能网联汽车(intelligent connected vehicle,ICV)协同自适应巡航(cooperative adaptive cruise control,CACC)车辆比例及延迟时间关键参数进行影响分析.结果表明:在跟驰过程中车头间距序列的最大Lyapunov指数小于0时,混行交通流存在混沌;CACC车辆比例增加能够减弱混沌的时间区域,比如当CACC车辆比例达到0.6时,跟驰系统趋于稳定;CACC车辆的延迟时间对混沌的影响显著,保持低通信延迟才能发挥CACC车辆的作用,从而有效抑制混沌.

邻近性、技术关联与京津冀城市群产业结构路径演化

演化经济地理学认为一个国家或地区的发展具有路径依赖效应。基于产品空间理论和方法,使用2003—2015年中国工业企业数据库的制造企业数据,对京津冀城市群产业技术关联进行研究,并佐以2016—2023年城市统计年鉴数据分析该地区二位代码行业结构演化特征。结果发现:(1)2003—2015年,该地区转化行业的技术关联度变化值大多是正数,说明这些转化行业与原有行业的技术关联度高,反映京津冀城市群经济结构演化具有路径依赖效应。(2)实证表明,2003—2015年间前后两个时段京津冀城市群整体发展受到技术关联的影响都为正向,且具有继承性和一贯性,体现了路径依赖特征,但各阶段区域内部呈现一定异质性,多数城市产业结构演化遵循路径依赖规律的同时,也有少数城市存在因政策等因素导致路径突破的情形。(3)2015—2022年的统计分析进一步佐证了京津冀各城市行业结构演化受原有优势和路径依赖影响和约束的论断。

基于景观连接度的三亚湿地空间格局变化研究

选取三亚湿地1995、2000、2005、2010、2015和2020年6个时间节点,利用Landsat遥感影像为主要数据源,采用景观动态分析方法,并选择适当的景观格局指数,分析三亚湿地景观的空间格局变化及其影响因素。结果表明:三亚市的湿地面积从1995年的18.39 km^(2)减少至2020年的13.85 km^(2),减幅达25%;在2000—2005、2005—2010年减幅明显,其动态度分别为-1.92%和-2.76%,2015年后减速趋缓,动态度为0.01%。2015—2020年湿地面积持续扩大,斑块优势度增大,斑块的形状和边缘效应更加复杂,但景观空间格局的聚集性呈现出减弱的趋势,复杂性也明显降低,景观连接度有所增强,破碎化程度却呈现出加重的趋势。社会经济因素是造成三亚市湿地空间变化的主要因素,其中人口增长、城市扩张、湿地空间被不断压缩是导致全市湿地面积减少且破碎度增加的主要原因。但是随着国家相关政策的出台,人们对湿地保护意识的增强,三亚市湿地的生存环境在改善中。

北京中心城区地铁站点与商业综合体地下空间连接模式研究

本文以北京中心城区21个地铁站点与商业综合体地下空间之间的36个地下连接空间为研究对象,梳理地铁站点与商业综合体之间3种不同空间关系下的地下连接空间,并将其划分为5种连接模式:开口连接模式、大厅连接模式、通道连接模式、广场连接模式和地铁上盖模式,结合调研结果讨论影响北京地铁站点与商业综合体连接模式的因素。

考虑交直流谐波耦合的并网逆变器建模与分析

可再生能源的大规模开发利用使得逆变器在电网中的比例越来越高,逆变器与电网间谐波交互作用也愈加频繁和复杂。针对传统的建模方法无法体现逆变器与电网间谐波交互耦合的问题,文中基于谐波状态空间(HSS)理论对三相并网逆变器进行建模,该模型将交直流侧的多个频次谐波考虑在内,具有较高的精度。基于HSS模型推导出输入到输出的谐波传递函数矩阵,建立逆变器交直流谐波耦合导纳幅值图,探究交直流谐波耦合关系。然后,提出了一种适用于闭环控制系统的三相并网逆变器小信号HSS建模方法,通过计算特征值对系统稳定性进行评估以及对振荡频率进行预测。最后与MATLAB/Simulink仿真结果进行对比,验证了所建立HSS模型的准确性和系统稳定性分析的正确性。

出圈与突围:互联网国际传播视角下的国家可见性

信息全球化深刻影响了中国故事在国际传播中的可见度。数字技术的出现,赋予了国际传播新的可见性逻辑,作为权力的可见性推动了传统国际传播权力结构的公共转型,将个体的可见性链接为潜在共同体“被看见”的权利。在“交往”与“展演”的双重范式下,国际传播中的国家可见性可以凭借社会圈层的“镜子”式交互“出圈”,依托数字平台中个体、群体与媒介事件的“舞台”展演实现“突围”。借助个体可见性的链接机制,围绕主体、叙事、技术与跨文化形成破局路径;通过地方性国际传播实践,聚焦企业联盟、产业会展、文化内容、平台矩阵与城市形象以探讨国家可见性提升的潜在可能,进而寻求中国故事的世界可见。

地铁站与地下商业街连接空间优化提升策略研究——以江苏省南京市新街口地铁站为例

随着城市轨道交通的快速发展,地铁已成为人们的主要出行方式。伴随着TOD模式的开发,越来越多地铁站与地下商业空间直接相连。该连接空间不仅承担着疏散人流的作用,也能为地下商业区提供客流量。本文以江苏省南京市新街口地铁站为例,通过文献归纳、问卷调查、IPA分析法等方法,分析连接空间环境与人群行为需求之间的矛盾,总结出连接空间中存在的问题并提出提升策略。

虚拟仿真技术在空间机构连接分离实验教学中的应用

文中从空间机构连接分离实验教学入手,查找分析传统实验教学立足于新工科建设课程的不足,采用信息化虚拟仿真技术与宇航科研成果相融合的方式进行机构虚拟仿真实验平台的建设,探索新工科建设环境下实验教学的新方法。注重知识点与能力的融合,去专业知识碎片化,以学生为中心,以虚促实绿色取向的理念,论述空间机构连接分离虚拟仿真实验教学新方法的必要性。阐述空间机构连接分离虚拟仿真实验平台建设的内容,最后,进行虚拟仿真实验教学演示,为新工科建设航空宇航制造工程专业实验教学提供有力的支撑。

基于社会-生态功能复合与SPCA的城市绿地生态网络重要源地识别

构建基于社会-生态功能复合的城市生态源地综合评价指标体系,以上海市闵行区城市绿地为对象,运用GIS、RS、Invest及景观连接度模型等方法计算指标,采用SPCA确定指标权重,通过空间加权计算和重分类识别重要源地。结果表明:(1)在424个备选源地中,极重要、重要、一般、不重要和极不重要等级面积占比分别为16.2%、16.1%、25.3%、23.0%和19.4%;(2)共识别极重要、重要源地139个,总面积18.61km^(2),平均面积0.134km^(2),占备选源地总面积的35.6%,占全区总面积的5.0%;(3)区域绿地是重要源地的主体,其次是公园绿地和附属绿地;(4)在规划实践中,可依托区域绿地开展绿林农湿多要素复合,提升源地总体规模和服务功能。研究成果可为上海及长三角其他城市精准识别城市绿地生态网络重要源地提供借鉴。

松辽盆地古龙凹陷白垩系青山口组页岩油储层中微米孔缝特征及油气意义

通过岩心观察、薄片鉴定、电子背散射、二次成像及能谱分析等多种实验手段,对松辽盆地古龙凹陷白垩系青山口组页岩油储层中的微米孔和微米缝进行了研究。研究结果表明:(1)古龙凹陷页岩油储层岩性为以页岩为主的细粒碎屑岩,矿物成分以黏土和长英质为主,在结构上显示出泥岩或页岩的特点,整体为长英质页岩;储层中微米孔、缝发育,类型多样。(2)研究区微米孔直径一般为1~2μm,最大可达70μm,多呈近圆形、扁圆形、多角形和不规则形,按成因可分为压实应力屏蔽孔、成岩自生孔、溶蚀孔、生排烃扩张孔、有机质孔和硅藻残留孔6类;压实应力屏蔽孔多发育在刚性矿物的两侧;成岩自生孔常发育在白云石、绿泥石、伊利石等成岩自生矿物中,以晶间孔为主;溶蚀孔多发育在碳酸盐矿物中,内部可见次生菌丝状絮凝体;生排烃扩张孔多呈垂直或近垂直成列产出,与轻质油形成的二次生烃和排烃有关;有机质孔发育在有机质内部,与植物的残留细胞及轻质油和天然气的充填有关;硅藻残留孔主要发育在硅藻内部和边缘,孔径较大,一般为数微米至数十微米。(3)研究区微米缝以顺层为主,宽一般为1~10μm,最大可达100μm,长主要为数微米至数十微米,可见毫米级;可分为成岩收缩缝、溶蚀缝、生排烃扩张缝和构造/剪切缝4类,成岩收缩缝以张性缝为主,缝弯曲,缝壁参差不齐;溶蚀缝宽度可达60~70μm,裂缝内可见自生黏土,缝两侧有黄铁矿、磷灰石和白云石等自生矿物;生排烃扩张缝两侧多锯齿状参差不齐,绕过刚性矿物;构造/剪切微米缝一般平直,有与剪切相关的其他裂缝伴生。(4)研究区不同尺度的孔、缝之间连通性较好,形成了“纳米孔+纳米缝、微米孔+微米缝、毫米孔+毫米缝”三级储集和输导体系。

基于改进GAN的智能网联车CAN总线异常检测研究

为提高智能网联汽车(ICVs)的安全性,提出了一种能适应异常流量低的、泛化能力强的控制器局域网(CAN)总线异常检测算法,以应对车辆可能会产生的潜在的和难以察觉的异常情况,有效提高异常数据的检测精度。该文探讨了生成对抗网络(GANs)的理论意义,并在一辆智能网联公交车上,收集了4类不同攻击数据,2类罕见报警数据,基于计算数据的重构误差来衡量异常程度,验证算法的适应性。结果表明:该文提出的算法在低流量数据集Data4上的F1分数和误报率分别达到98.31%和2.90%,超过初始模型及深度卷积生成对抗网络(DCGAN)算法,且对罕见报警数据的误报率减少到3%,说明该算法适用于低流量异常检测,且泛化能力强。