Response Spectrum Analysis of 7-story Assembled Frame Structure with Energy Dissipation System

Viscoelastic damper is an effective passive damping device,which can reduce the seismic response of the structure by increasing the damping and dissipating the vibration energy of structures.It has a wide application prospect in actual structural vibration control because of simple device and economical material.In view of the poor seismic behaviors of assembled frame structure connections,various energy dissipation devices are proposed to improve the seismic performance.The finite element numerical analysis method is adopted to analyze relevant energy dissipation structural parameters.The response spectrum of a 7-story assembled frame structure combined the ordinary steel support,ordinary viscoelastic damper,and viscoelastic damper with displacement amplification device is analyzed.The analysis results show that the mechanical behavior of assembled frame structure with ordinary steel supports are not significantly different from those without energy dissipation devices.The assembled frame structure with viscoelastic damper has better seismic performance and energy dissipation,especially for the viscoelastic damper with displacement amplification devices.The maximum value of inter-story displacement angle decreases by 32.24%;the maximum floor displacement decreases by 31.91%,and the base shear decreases by 13.62%compared with the assembled frame structures without energy dissipation devices.The results show that the seismic fortification ability of the structure is significantly improved,and the overall structure is more uniformly stressed.The damping structure with viscoelastic damper mainly reduces the dynamic response of the structure by increasing the damping coefficient,rather than by changing the natural vibration period of the structure.This paper provides an effective theoretical basis and reference for improving the energy dissipation system and the seismic performance of assembled frame structures.

Influence of topography on the fine structures of stratospheric gravity waves:An analysis using COSMIC-2 temperature data

We derive the potential energy of gravity waves(GWs)in the upper troposphere and stratosphere at 45°S-45°N from December 2019 to November 2022 by using temperature profiles retrieved from the Constellation Observing System for Meteorology,Ionosphere,and Climate-2(COSMIC-2)satellite.Owing to the dense sampling of COSMIC-2,in addition to the strong peaks of gravity wave potential energy(GWPE)above the Andes and Tibetan Plateau,we found weak peaks above the Rocky,Atlas,Caucasus,and Tianshan Mountains.The land-sea contrast is responsible for the longitudinal variations of the GWPE in the lower and upper stratosphere.At 40°N/S,the peaks were mainly above the topographic regions during the winter.At 20°N/S,the peaks were a slight distance away from the topographic regions and might be the combined effect of nontopographic GWs and mountain waves.Near the Equator,the peaks were mainly above the regions with the lowest sea level altitude and may have resulted from convection.Our results indicate that even above the local regions with lower sea level altitudes compared with the Andes and Tibetan Plateau,the GWPE also exhibits fine structures in geographic distributions.We found that dissipation layers above the tropopause jet provide the body force to generate secondary waves in the upper stratosphere,especially during the winter months of each hemisphere and at latitudes of greater than 20°N/S.

Study on Wave Dissipation of the Structure Combined by Baffle and Submerged Breakwater

This paper proposes a structure combined by baffle and submerged breakwater （abbreviated to SCBSB in the following texts）. Such a combined structure is conducive to the water exchange in the harbor, and has strong capability on wave dissipation. Our paper focuses on the discussion of two typical structures, i.e., the submerged baffle and rectangular breakwater combined with the upper baffle respectively, which are named as SCBSB 1 and SCBSB2 for short. The eigenfunction method corrected by experimental results is used to investigate the wave dissipation characteristics. It shows that the calculated results agree well with the experimental data and the minimum value of the wave transmission coefficient can be obtained when the distance between the front and rear structures is from 1/4 to 1/2 of the incident wave length.

Experimental Study of Effect of Air Duct Structures on Heat Dissipation of Heating-Only Fan Coil

Heating-only fan coil(HFC)is one of the suited end users,which is not only compact but also highly efficient.And the major factors affecting the heat dissipation performance of HFC include leakage through coil bypass,distance between fan and coil,fan structure and air inlet type.Under natural air convection or forced,experimental studies were made on the effects of these factors upon the heat dissipation performance of HFC.The results show that:1)After reducing the leakage through coil bypass,the heat dissipation of HFC increases 16.9% under natural convection,and increases 8.3% under forced convection.2)After the distance between fan and coil be raised from 23.2cm to 41.7cm,the heat dissipation of HFC decreases 21.3% under natural convection,but increases12.8% under forced convection.3)After changing the fan structure,the heat dissipation of HFC increases 41.8% under natural convection,and the heat dissipation per motor power increases 96.1% under forced convection.4)The heat dissipations of HFC with round pass,slit and strip type of air inlet are different,whose proportion is about 100%,110%,136% under natural convection,and 100%,105%,116% under forced convection.

Characteristics of viscous debris flow in a drainage channel with an energy dissipation structure

A new type of drainage channel with an energy dissipation structure has been proposed based on previous engineering experiences and practical requirements for hazard mitigation in earthquakeaffected areas.Experimental studies were performed to determine the characteristics of viscous debris flow in a drainage channel of this type with a slope of 15%.The velocity and depth of the viscous debris flow were measured,processed,and subsequently used to characterize the viscous debris flow in the drainage channel.Observations of this experiment showed that the surface of the viscous debris flow in a smooth drainage channel was smoother than that of a similar debris flow passing through the energy dissipation section in a channel of the new type studied here.However,the flow patterns in the two types of channels were similar at other points.These experimental results show that the depth of the viscous debris flow downstream of the energy dissipation structure increased gradually with the length of the energy dissipation structure.In addition,in the smooth channel,the viscous debris-flow velocity downstream of the energy dissipation structure decreased gradually with the length of the energy dissipation structure.Furthermore,theviscous debris-flow depth and velocity were slightly affected by variations in the width of the energy dissipation structure when the channel slope was 15%.Finally,the energy dissipation ratio increased gradually as the length and width of the energy dissipation structure increased;the maximum energy dissipation ratio observed was 62.9%(where B = 0.6m and L/w = 6.0).

The effects of managerial ability on firm performance and the mediating role of capital structure:evidence from Taiwan

This study utilizes mediation analysis and bootstrapping to analyze the mediating effect of capital structure on the association between managerial ability and firm performance.The dataset consists of 6384 firm-year observations from the Taiwan Residents electronics industry during 2005–2018.Our results indicate that(1)low(high)levels of debt are likely observed in firms with CEOs with high(low)ability,(2)managerial ability positively affects firm performance,and(3)capital structure mediates the positive relationship between managerial ability and firm performance.Overall,the findings may have limited generalizability due to the specific sample characteristics and provide convincing support for the importance of capital structure as a mediator in the managerial ability-firm performance nexus.Specifically,this study highlights the need for examining the effect of managerial ability on firm performance through a mediator.

Discussion of Dissipation Structure in a Directionally Solidified Alloy

The dissipation theory was introduced into the solidification area to describe the inherent laws of solidification from a new viewpoint. Discussion demonstrates that the solid / liquid interface in a directionally solidified alloy belongs to a kind of dissipation structure

Assessment of the ballistic response of honeycomb sandwich structures subjected to offset and normal impact

In the present study,experimental and numerical investigations were carried out to examine the behavior of sandwich panels with honeycomb cores.The high velocity impact tests were carried out using a compressed air gun.A sharp conical nosed projectile was impacted normally and with some offset distance(20 mm and 40 mm).The deformation,failure mode and energy dissipation characteristics were obtained for both kinds of loading.Moreover,the explicit solver was run in Abaqus to create the finite element model.The numerically obtained test results were compared with the experimental to check the accuracy of the modelling.The numerical result was further employed to obtain strain energy dissipation in each element by externally running user-defined code in Abaqus.Furthermore,the influence of inscribe circle diameter and cell wall and face sheet thickness on the energy dissipation,deformation and failure mode was examined.The result found that ballistic resistance and deformation were higher against offset impact compared to the normal impact loading.Sandwich panel impacted at 40 mm offset distance required 3 m/s and 1.9 m/s more velocity than 0 and 20 mm offset distance.Also,increasing the face sheet and wall thickness had a positive impact on the ballistic resistance in terms of a higher ballistic limit and energy absorption.However,inscribe circle diameter had a negative influence on the ballistic resistance.Also,the geometrical parameters of the sandwich structure had a significant influence on the energy dissipation in the different deformation directions.The energy dissipation in plastic work was highest for circumferential direction,regardless of impact condition followed by tangential,radial and axial directions.

增材制造技术在散热器件研制中的应用与最新进展

5G技术的普及以及高性能算力系统的快速发展,导致电子器件的功率不断增加,因此对散热器件的性能提出更高要求。优化散热器件的结构是提高散热性能的重要途径之一。然而,传统制造工艺在处理复杂结构时存在一定的局限性,限制了对更高性能散热器件的探索。增材制造技术采用逐层累加的方式,可制备出具有复杂内部几何形状的结构,从而制造出更高性能的散热器件。本文对增材制造技术在散热器件领域的研究进展进行了综述。首先,介绍了增材制造技术的常用方法和基础材料;其次,综述了利用增材制造技术研发微流道散热器、热管/均热板、热沉以及其他散热器的最新进展;最后,归纳了散热结构的优化设计方法。本文着眼于利用增材制造技术制备具有优化结构的散热器件,为应对电子器件、航空航天、 5G通讯、移动设备、汽车、相控雷达、柔性穿戴等领域日益增长的散热需求提供了有益的参考。

新型模块化钢结构插入式连接节点受力性能研究

为推广钢结构集成模块在高层建筑及抗震设防区域的应用,提出了一种具有附加耗能的新型全装配模块化钢结构插入式连接节点,节点采用T型连接件代替传统焊接连接实现模块单元全装配,连接件与摩擦板进行相对滑移提供附加耗能。根据节点受力及变形机理,推导其初始转动刚度理论公式。建立半装配与全装配模块化钢结构插入式连接节点的精细化数值模型,对比分析两种节点的滞回曲线、耗能能力及应力应变分布规律。结果表明,全装配插入式节点具有饱满的类平行四边形滞回曲线,其初始转动刚度理论计算值与数值结果吻合良好,有效验证了节点刚度公式的准确性。与半装配插入式节点相比,全装配插入式节点最大承载力降低约26.59%,整体能量耗散系数最大增加约70.06%,可通过T型连接件将塑性损伤转移至预设区域,保护主要构件并实现损伤可控,显著提高节点的抗震性能。

某医院病房大楼消能减震加固分析与设计

某建筑原抗震设防烈度低于6度,且拟将其使用用途由酒店改造为病房大楼。采用黏滞阻尼消能减震技术对该结构进行加固设计,并确定该结构的消能减震加固性能目标为性能1。对加固后结构进行多遇地震、设防地震以及罕遇地震作用下的非线性时程分析,主要分析加固后结构的耗能能力、变形能力以及损伤屈服机制等抗震性能指标的提升情况。分析结果表明,采用减震加固方案后,结构在多遇地震、设防地震、罕遇地震作用下的各项抗震指标均达到预定性能目标的要求,设置的黏滞阻尼器发挥了良好的耗能能力;罕遇地震作用下结构具有合理的屈服机制,结构损伤轻微。

地方应用型本科高校高质量发展路径探析

新时期我国地方应用型本科高校是一个远离平衡态的耗散结构,通过对其内外部发展要素分析可知,外部要素对推动地方应用型本科高校有序发展具有主导作用。地方应用型高校要充分利用外部要素发展的有利契机,密切加强校地联动、深入推进产教融合、加速实施科教融汇、持续深化国际合作,推动学校高质量发展。

大型永磁同步电机内外双循环强化散热性能模拟

针对高铁大型永磁同步牵引电机转子区域散热困难、内部温升分布不均匀的问题,在机壳水冷电机结构基础上的定子铁芯外表面处增设轴向矩形风道,并结合气隙、转子减重孔形成内外双循环散热结构,探究降低定子、绕组部位温升和提升电机内部散热均匀性的影响规律.首先通过Ansoft Maxwell平台仿真得到双循环散热结构在额定工况下各部件损耗值,同时为了更好模拟转子旋转带动气隙中的空气流动,对气隙进行分层处理,采用流-固耦合的有限元分析法模拟研究单、双循环散热结构下电机内部空气流动特性以及温升规律.结果表明,内循环风冷结构使电机内部空气流速显著提高,表面平均换热系数也显著提升,转子区域的热量会随着空气的流动更多地传给温度相对较低的定子区域及机壳,同时减少热量向转子部位传递,从而使转子和永磁体的温升降低.在此基础上,采用正交分析法对矩形通风孔的截面积、数量、高宽比进行结构参数优化,并采用温升分布均匀性系数对电机进行温升评价,得到最优方案下电机最高温升相比单循环散热结构降低12.1K,电机整体温升分布均匀性提升16.54%.

三峡大坝运行20年泄洪安全评价

近年来国内外高坝泄水建筑物破坏事故时有发生,三峡大坝泄洪流量和落差大,泄洪功率居世界第一,其泄洪安全备受关注。结合三峡大坝自2003年蓄水以来的历次水力学原型观测和以往水工模型试验结果,围绕泄水建筑物布置、泄流能力、动水压强、水流空化、水流掺气与通气风速、空蚀磨损、消能防冲7个要素指标,依据有关技术标准和工程经验建立了一套完整的高坝泄洪安全评价方法,提出了定性标准和量化阈值,并据此对三峡大坝深孔、表孔、排沙孔和排漂孔进行泄洪安全评价。结果表明:大坝泄水建筑物布置是合理的;大坝实际泄流量与设计值符合良好;大坝泄洪流道未见空蚀磨损破坏;三峡大坝运行20 a,泄水建筑物和坝下消能区运行性态正常,泄洪安全可靠。

采用粘滞阻尼器的某超高层建筑消能减震设计与分析

以珠海市某框架–核心筒建筑为例,运用分析程序ETABS建立有限元模型,并设置多组粘滞阻尼器布置方案,采用最大层间位移角与基底剪力双关键指标,对比各方案减震效果并择优选出布置方案。对所得方案进行多遇地震下弹性分析及罕遇地震下动力弹塑性分析。多遇地震分析结果表明,采用粘滞阻尼器的结构双向指标均大幅降低,提供附加阻尼比达4.1%。罕遇地震分析结果表明,结构的层间位移角及整体屈服机制均满足要求。该方案下减震效果与结构抗震性能均良好,可为同类工程提供参考。

航空电推进电机多层波浪形拓扑及散热设计方法

针对航空电推进电机的散热问题,提出一种基于多层波浪形散热拓扑的航空电推进电机高效散热设计方法。航空电推进电机采用多层波浪形散热拓扑,建立电机等效热网络模型,确定等效热阻、对流换热系数等重要参数,完成电机温度精确计算,并通过CFD仿真验证所建立电机等效热网络模型的准确性和有效性。以此为基础,对比分析传统散热翅和多层波浪形散热拓扑对电机功率密度的影响。基于多层波浪形散热拓扑的等效热网络模型,采用遗传学习粒子群优化(GL-PSO)算法,完成航空电推进电机高效散热优化设计。优化结果表明:相比于原始方案,优化方案的机壳质量减轻15.1%,整个电机的功率密度提升0.06 kW/kg。

乌兹别克斯坦9度区某超高层建筑结构设计与优化

对于9度设防地区的超高层建筑,其结构设计基本由地震作用控制,因此抗震设计尤为重要。建筑消能减震技术可在提高结构地震安全储备的同时,降低整体工程造价,是结构优化设计的有效措施。对位于9度区的超高层建筑进行了结构方案选型对比、结构方案优化、减震设计方案比选、剪力墙内嵌钢板优化。结果显示,钢骨混凝土框架⁃核心筒方案相对于钢框架⁃支撑方案具备更高的成本优势;框架⁃核心筒方案可通过精细化设计作进一步优化;在此基础上,对钢骨混凝土框架⁃核心筒方案采用两种消能减震方案进行比选,结果表明,采用黏滞阻尼器方案的结构抗震性能明显优于采用黏滞阻尼墙方案;最后通过增大剪力墙竖向分布钢筋配筋率,对低区核心筒墙肢中的内嵌钢板进行了优化。

带有拼缝阻尼器的自复位预制双肢剪力墙的耗能能力研究

为提升自复位预制双肢剪力墙的耗能能力,针对预制双肢剪力墙提出了一种拼缝阻尼器,该阻尼器可适应接缝附近的大变形,帮助结构同时实现自复位和耗能的性能。通过拟静力试验,获得了该阻尼器的滞回曲线,验证了所提阻尼器具备良好的耗能性能;使用Opensees把阻尼器放入预制双肢剪力墙中进行数值分析,发现所提阻尼器在不降低结构原本自复位性能的同时,大大提升了结构的耗能能力。同时,耗能主要由拼缝阻尼器承担,结构自身的耗能和损伤较小,有利于实现结构在震后的快速修复。

再谈“寒温统一论”

外感热病中的寒温之争由来已久,一定程度上造成了临床中的困扰。文章从六经辨证、中医体质学、免疫学、外感热病治疗学等角度论证了伤寒与温病的统一性:一是从六经辨证认识,伤寒、温病辨证规律的相同之处;二是从中医体质学认识,伤寒、温病的辨治体系均与体质相关;三是从现代医学免疫学的观点认识,伤寒、温病均属于病原体感染后的免疫反应;四是以新型冠状病毒感染重型为例,从免疫学观点认识“寒温统一论”;五是从《黄帝内经》中“各通其脏脉”治疗外感热病解读“寒温统一论”;六是从《黄帝内经》中“疏其血气”治疗外感热病解读“寒温统一论”;七是从扶正法治疗外感热病解读“寒温统一论”。基于外感热病属于感染诱发的免疫应答过程,文中指出温病病邪从口鼻而入,故病原体更早定植于呼吸道咽、气管、肺等部位;而伤寒中于皮毛,其发病与机体非特异性免疫的皮肤黏膜屏障作用相关,但两者免疫过程及转归大致是相同的。治疗上,二者均应早期疏通气机以祛邪;及早运用清热解毒及活血化瘀药物以扭转截断病情的进展;重视扶正,防止急性虚证的产生。最后结合耗散结构理论对其进行了相应的诠释:在引入熵的概念后,伤寒与温病可以从发病机制和治疗学上都得到相应的统一。由此证实两者在发生发展规律、病因病机认识、辨证体系及治疗方法上都可以融合统一。

大气隙外笼型转子磁力耦合器设计及性能研究

采用Halbach单侧聚磁特性,设计出了一种大气隙外笼型转子磁力耦合器(Long Air Gap External-cage Rotor Magnetic Coupler,LAEMC),并分析了其运行特性、调速特性及散热特性,推导出LAEMC电磁转矩解析表达式,据此分析了结构参数对电磁转矩的影响,得出了不同磁化比的Halbach结构对LAEMC电磁转矩的影响规律;根据LAEMC的运行特性,分析了其在离心式负载、恒功率负载及恒转矩负载的调速特性,表明其仅适合离心式负载调速并具有良好的节能效果;在离心式负载转差率为33%处的最大功率损耗点对LAEMC进行热仿真计算,得到永磁体工作温度约为60℃,而通过气隙与之相隔的笼条温度约为360℃,两者温度差达300℃以上,表明所提出的大气隙外笼型转子磁力耦合器———LAEMC在离心式负载上既具有良好的运行特性也具有良好的隔热效果。