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钢筋混凝土结构抗震强度折减系数的谱分析 被引量:11
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作者 周靖 蔡健 方小丹 《华南理工大学学报(自然科学版)》 EI CAS CSCD 北大核心 2006年第2期100-106,共7页
为了量化结构抗震能力与结构抗震强度需求的关系,文中从理论上分析了强度折减系数与地震动参数和结构特征参数间的关系;通过弹塑性动力时程分析,研究了单自由度体系在地震作用下不同场地类别、位移延性水准、自振周期以及阻尼比对强度... 为了量化结构抗震能力与结构抗震强度需求的关系,文中从理论上分析了强度折减系数与地震动参数和结构特征参数间的关系;通过弹塑性动力时程分析,研究了单自由度体系在地震作用下不同场地类别、位移延性水准、自振周期以及阻尼比对强度折减系数的影响.结果表明,以上参数对强度折减系数的影响十分显著.文中还基于不同场地类别中强度折减系数的统计平均值,通过非线性回归分析给出了单自由度体系抗震强度折减系数谱的简单公式,从而为基于位移的抗震设计提供了有益的参考. 展开更多
关键词 钢筋混凝土 抗震设计 强度折减系数 结构能系数
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中国与伊朗抗震规范地震作用对比研究
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作者 张辉 《山西建筑》 2024年第1期50-54,共5页
介绍了伊朗抗震规范的抗震设防目标与方法、场地类型、地震风险分区、设计反应谱以及基底剪力的计算,并与《建筑抗震设计规范》相关内容进行了对比。结果表明,伊朗规范根据结构重要性对建筑有选择性地做“两水准”抗震设防;基于平均剪... 介绍了伊朗抗震规范的抗震设防目标与方法、场地类型、地震风险分区、设计反应谱以及基底剪力的计算,并与《建筑抗震设计规范》相关内容进行了对比。结果表明,伊朗规范根据结构重要性对建筑有选择性地做“两水准”抗震设防;基于平均剪切波速伊朗规范中的Ⅰ类场地近似于中国规范的Ⅰ0场地,其余各类场地之间无直接对应关系;伊朗规范设计反应谱动力系数随场地类型与地震风险分区变化,在低地震风险区的软弱场地上动力系数峰值高达3.25;伊朗规范地震作用基于“中震”计算,经结构性能系数折减后的基底剪力:高延性混凝土框架的基底剪力比中国规范小,低延性混凝土框架的基底剪力比中国规范大得多,中延性混凝土框架的基底剪力与中国规范的大小比较结果在不同场地不同周期段表现不同。 展开更多
关键词 设计反应谱 地震作用 地震影响系数 场地类型 结构能系数
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油气资源潜力浅表地球化学评价 被引量:2
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作者 孙忠军 杨少平 +1 位作者 张学君 刘华忠 《地质通报》 CAS CSCD 北大核心 2006年第9期1184-1188,共5页
运用地球化学方法评价油气资源潜力是盆地勘查阶段的战略问题之一。选择羌塘盆地托纳木区块进行油气资源潜力浅表地球化学评价的理论和方法研究。总结了油气保存条件的地球化学特征,提出了区域地球化学场结构能系数的新概念,定量表征油... 运用地球化学方法评价油气资源潜力是盆地勘查阶段的战略问题之一。选择羌塘盆地托纳木区块进行油气资源潜力浅表地球化学评价的理论和方法研究。总结了油气保存条件的地球化学特征,提出了区域地球化学场结构能系数的新概念,定量表征油气运移过程中组分分异强度,研究了预测油气远景靶区的GIS技术。研究结果表明,油气地球化学勘查可以为油气资源潜力评价提供重要的浅表地球化学信息。 展开更多
关键词 西藏 羌塘盆地 油气资源潜力 油气保存条件 结构能系数 GIS技术
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Comparison of heat transfer performances of helix baffled heat exchangers with different baffle configurations 被引量:3
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作者 董聪 陈亚平 吴嘉峰 《Chinese Journal of Chemical Engineering》 SCIE EI CAS CSCD 2015年第1期255-261,共7页
Numerical simulations were performed on flow and heat transfer performances of heat exchangers having six helical baffles of different baffle shapes and assembly configurations, i.e., two trisection baffle schemes, tw... Numerical simulations were performed on flow and heat transfer performances of heat exchangers having six helical baffles of different baffle shapes and assembly configurations, i.e., two trisection baffle schemes, two quadrant baffle schemes, and two continuous helical baffle schemes. The temperature contour or the pressure contour and velocity contour plots with superimposed velocity vectors on meridian, transverse and unfolded concentric hexagonal slices are presented to obtain a full angular view. For the six helix baffled heat exchangers,the different patterns of the single vortex secondary flow and the shortcut leakage flow were depicted as well as the heat transfer properties were compared. The results show that the optimum scheme among the six configurations is a circumferential overlap trisection helix baffled heat exchanger with a baffle incline angle of 20°(20°TCO) scheme with an anti-shortcut baffle structure, which exhibits the second highest pressure dropΔpo, the highest overall heat transfer coefficient K, shell-side heat transfer coefficient hoand shell-side average comprehensive index ho/Δpo. 展开更多
关键词 Helix baffled heat exchanger Trisection baffle Quadrant baffle Continuous baffle Circumferential overlap baffle Secondary flow Heat transfer Numerical simulation
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Casualties' States During Destructive Earthquakes 被引量:2
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作者 ZhaoZhendong ZhengXiangyuan 《Earthquake Research in China》 2001年第2期215-221,共7页
The index of casualties is introduced for the trapped that is still alive after a destructive earthquake to indicate his (her) injury degree. In order to describe the injury-developing process controlled by three fact... The index of casualties is introduced for the trapped that is still alive after a destructive earthquake to indicate his (her) injury degree. In order to describe the injury-developing process controlled by three factors: the initial injury degree, the trap surroundings and the physique of the cornered, a function SFC (State-Function of Casualties) can be naturally constructed. Through parameter analysis from eight pieces of figures, it can be found that the trapped with weaker physique and worse initial injury degree and in more adverse trap surroundings deserves sooner rescue. 展开更多
关键词 CASUALTY Destructive earthquake State-function of casualties Trap surroundings
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SS-SERA:An improved framework for architectural level soft error reliability analysis 被引量:2
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作者 成玉 马安国 +2 位作者 王永文 唐遇星 张民选 《Journal of Central South University》 SCIE EI CAS 2012年第11期3129-3146,共18页
Integrated with an improved architectural vulnerability factor (AVF) computing model, a new architectural level soft error reliability analysis framework, SS-SERA (soft error reliability analysis based on SimpleSca... Integrated with an improved architectural vulnerability factor (AVF) computing model, a new architectural level soft error reliability analysis framework, SS-SERA (soft error reliability analysis based on SimpleScalar), was developed. SS-SERA was used to estimate the AVFs for various on-chip structures accurately. Experimental results show that the AVFs of issue queue (IQ), register update units (RUU), load store queue (LSQ) and functional unit (FU) are 38.11%, 22.17%, 23.05% and 24.43%, respectively. For address-based structures, i.e., levell data cache (LID), DTLB, level2 unified cache (L2U), levell instruction cache (LII) and ITLB, AVFs of their data arrays are 22.86%, 27.57%, 14.80%, 8.25% and 12.58%, lower than their tag arrays' AVFs which are 30.01%, 28.89%, 17.69%, 10.26% and 13.84%, respectively. Furthermore, using the AVF values obtained with SS-SERA, a qualitative and quantitative analysis of the AVF variation and predictability was performed for the structures studied. Experimental results show that the AVF exhibits significant variations across different structures and workloads, and is influenced by multiple microarchitectural metrics and their interactions. Besides, AVFs of SPEC2K floating point programs exhibit better predictability than SPEC2K integer programs. 展开更多
关键词 soft error architectural vulnerability factor (AVF) AVF estimation model
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Research on highly nonlinear photonic bandgap fibers
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作者 FANG Hong LOU Shu-qin GUO Tie-ying LI Hong-lei YAO Lei JIAN Shui-sheng 《Optoelectronics Letters》 EI 2006年第6期412-415,共4页
A new type of highly nonlinear photonic bandgap fiber with modified honeycomb lattice is brought forward. Based on full-vector plane-wave method, the structure of bandgaps and the distributions of fundamental mode fie... A new type of highly nonlinear photonic bandgap fiber with modified honeycomb lattice is brought forward. Based on full-vector plane-wave method, the structure of bandgaps and the distributions of fundamental mode field are analyzed. Then its nonlinear coefficient is calculated, and the effect of each structural pa- rameter on the nonlinear coefficient is discussed. At last, considering many factors synthetically, we make some optimization design of the structural parameters. It can be concluded that this new type of photonic bandgap fiber can gain the nonlinear coefficient of 30 W^-1 km^-1. 展开更多
关键词 非线性光能带隙光纤 全向量平面波 能带隙结构 非线性系数
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Effects of Zn/P ratio on structures and properties of zinc-iron phosphate glasses
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作者 李秀英 杨华明 任宇曦 《Journal of Central South University》 SCIE EI CAS 2013年第1期44-49,共6页
Effects of Zn/P ratio on the structures and properties of glasses with the general composition of (80-x)ZnO-20Fe2O3-xP2O5 (x=40, 45, 50, 55, 60) (molar fraction, %) were investigated. Glass structure was measure... Effects of Zn/P ratio on the structures and properties of glasses with the general composition of (80-x)ZnO-20Fe2O3-xP2O5 (x=40, 45, 50, 55, 60) (molar fraction, %) were investigated. Glass structure was measured by infrared absorption spectrum. Glass density (/9) was measured by the Archimedes method. Coefficients of thermal expansion (a) and characterization temperature were obtained by a dilatometer. Water durability of each glass was estimated from the dissolution rate (DR)in water at 90 ℃ for 24 h. With increasing Zn/P ratio, water durability of zinc-iron phosphate glasses increases dramatically without large increase in the characterization temperature. (80-x)ZnO-20Fe2O3-xP2O5 glasses with 0.3≤Zn/P≤0.5 are suit for low-to-mid temperature sealing application for substrates with a〈8.0× 10^-6℃^-1. 展开更多
关键词 zinc-iron phosphate glass SEALING structure water durability characterization temperature
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Transport Properties of Si and Ge Liquid Semiconductor Metals
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作者 Aditya M.Vora 《Communications in Theoretical Physics》 SCIE CAS CSCD 2009年第3期550-554,共5页
In the present article, we study the electrical resistivity ρ, the thermoelectric power (TEP) α, thermal conductivity σ, Knight-Shifts and temperature coefficient of the Knight-Shifts of the liquid Si and Ge usin... In the present article, we study the electrical resistivity ρ, the thermoelectric power (TEP) α, thermal conductivity σ, Knight-Shifts and temperature coefficient of the Knight-Shifts of the liquid Si and Ge using the well known model potential for the first time. The structure factor used in the present work is derived from the Percus-Yevick (PY) theory. Various local field correction functions are used to study the screening influence. The present results of resistivity are found in qualitative agreement with available experimental and theoretical whenever exists. 展开更多
关键词 PSEUDOPOTENTIAL electrical resistivity thermoelectric power Knight Shift PY theory local field correction functions
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Synthesis of Flower-Like Bi2Te3 Nano Structure and Studying Its Structural and Thermo-electric Properties
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作者 Emad Kh. Al-shakarchi Manal A. Abbood Ali M. Moussa 《Journal of Physical Science and Application》 2016年第1期76-81,共6页
Flower-like Bi2Te3 nanostructures were successfully synthesised for the first time by a simple magnetron technique or D.C. sputtering method. The phase and morphology of the products were characterized by X-ray diffra... Flower-like Bi2Te3 nanostructures were successfully synthesised for the first time by a simple magnetron technique or D.C. sputtering method. The phase and morphology of the products were characterized by X-ray diffraction (XRD), manning electron microscope (SEM) and atomic force microscope (AFM). It was found that the as-deposited Bi2Te3 has a well re-crystallized Rhombohedral phase and consisted of a wealth of flower-like structure, also the thermo-electric properties of Bi2Te3 were examined and we find that the Seebeck coefficient is 136.6μ volt/K. 展开更多
关键词 Flower-like Bi2Te3 D.C. sputtering thin film.
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Research on IPv6 Transition Evolvement and Security Architecture of Smart Distribution Grid Data Communication System
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作者 Xin Miao Xi Chen 《Journal of Energy and Power Engineering》 2012年第1期146-149,共4页
Smart distribution grid needs data communication systems as a support to complete their important functions. The smart distribution grid of the data and information are increasingly adopting internet protocol and Ethe... Smart distribution grid needs data communication systems as a support to complete their important functions. The smart distribution grid of the data and information are increasingly adopting internet protocol and Ethernet technology. The IP addresses are more and more important for the smart distribution grid equipment. The current IPv4 protocol occupies a dominant position; therefore, the challenges of the evolution to IPv6 and network security are faced by data communication systems of the smart distribution grid. The importance of data communications network and its main bearer of business were described. The data communications network from IPv4 to IPv6 evolution of the five processes and four stages of the transition were analyzed. The smart distribution grid data communications network security and types of their offensive and defensive were discussed. And the data communications network security architecture was established. It covers three dimensions, the security level, the communications network security engineering and the communications network security management. The security architecture safeguards the evolution to IPv6 for the smart distribution grid data communication systems. 展开更多
关键词 Smart distribution grid data communication NETWORK IPV6 transition evolvement safety threaten security architecture.
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Data-based model free hysteresis identification for a nonlinear structure
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作者 Xu Bin He Jia +1 位作者 Zhou Ren Masri F. Sami 《Engineering Sciences》 EI 2010年第2期12-19,共8页
In the last two decades, the damage detection for civil engineering structures has been widely treated as a modal analysis problem and most of the currently available vibration-based system identification approaches a... In the last two decades, the damage detection for civil engineering structures has been widely treated as a modal analysis problem and most of the currently available vibration-based system identification approaches are based on modal parameters, namely the natural frequencies, mode shapes and damping ratios, and/or their derivations, which are suitable for linear systems. Nonlinearity is generic in engineering structures. For example, the initiation and development of cracks in civil engineering structures as typical structural damages are nonlinear process. One of the major challenges in damage detection, early warning and damage prognosis is to obtain reasonably accurate identification of nonlinear performance such as hysteresis which is the direct indicator of damage initiation and development under dynamic excitations. In this study, a general data-based identification approach for hysteretic performance in form of nonlinear restoring force using structural dynamic responses and complete and incomplete excitation measurement time series was proposed and validated with a 4-story frame structure equipped with smart devices of magneto-theological (MR) damper to simulate nonlinear performance. Firstly, as an optimization method, the least-squares technique was employed to identify the system matrices of an equivalent linear system of the nonlinear structure model basing on the exci- tation force and the corresponding vibration measurements with impact test when complete and incomplete excitations; and secondly, the nonlinear restoring force of the structure was identified and compared with the test measurements fi- nally. Results show that the proposed data-based approach is capable of identifying the nonlinear behavior of engineering structures and can be employed to evaluate the damage initiation and development of different structure under dynamic loads. 展开更多
关键词 nonlinear restoring force identification nonlinear systems 4-story structure impact force time series least-squares techniques MR damper
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基于性能的隔震结构直接设计方法研究 被引量:8
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作者 滕晓飞 谭平 +2 位作者 周林丽 金建敏 刘彦辉 《建筑结构》 CSCD 北大核心 2019年第9期71-76,共6页
对隔震结构提出以中震弹性为基准设防目标的性能化设计方法,并通过引入结构性能系数φ调整同一震级下不同性能设防目标之间的关系;提出通过迭代计算确定隔震层的水平等效刚度和等效阻尼比的方法,并通过两种不同的初值进行迭代方法的验证... 对隔震结构提出以中震弹性为基准设防目标的性能化设计方法,并通过引入结构性能系数φ调整同一震级下不同性能设防目标之间的关系;提出通过迭代计算确定隔震层的水平等效刚度和等效阻尼比的方法,并通过两种不同的初值进行迭代方法的验证;对比了隔震结构采用直接设计法和传统的两阶段分部设计法的内力和配筋结果。研究表明,提出的设计方法可通过引入结构性能系数φ调整同一震级下不同地震作用效应的组合以适应不同的性能设计目标;相比较传统的两阶段分部设计法,上部结构随隔震层的平动改变了构件之间的地震作用分配方式,减轻了中梁的受扭现象,使上部构件的受力更加合理。 展开更多
关键词 隔震结构 等效刚度 等效阻尼比 结构能系数 直接设计法
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弹性结构设计下的单层工业厂房的抗震性能
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作者 于征 孙宏杨 王立军 《工业建筑》 CSCD 北大核心 2020年第12期55-63,共9页
编制中的《工业建筑抗震设计标准》将结构类别划分为塑性结构、弹塑性结构及弹性结构三大类,并提出各类别所采用的结构性能系数q,来对地震效应组合进行调整。对于弹性结构,其提出可采用结构性能系数q=2.0、q_(h)=2.5进行抗震计算。以既... 编制中的《工业建筑抗震设计标准》将结构类别划分为塑性结构、弹塑性结构及弹性结构三大类,并提出各类别所采用的结构性能系数q,来对地震效应组合进行调整。对于弹性结构,其提出可采用结构性能系数q=2.0、q_(h)=2.5进行抗震计算。以既存的单层的单、多跨排架结构的工业厂房为例,按弹性结构考虑,采用改进后的PKPM软件建立平面计算模型,分别在各设防烈度下进行地震作用效应的计算。以柱应力比首次超过1.0时的设防烈度,进行该烈度下的结构罕遇地震弹塑性时程分析。明确了单层工业厂房在满足弹性结构设计要求的前提下,在罕遇地震中不会发生倒塌破坏。 展开更多
关键词 工业建筑 抗震设计 结构能系数 单层 排架结构
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莺脰湖内湖小茶室钢-木组合结构设计
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作者 朱寻焱 陈露 +2 位作者 周蔚 王慧 陶健 《建筑结构》 CSCD 北大核心 2019年第1期71-75,共5页
莺腽湖内湖小茶室主体为单层建筑,屋脊高度6.6m,檐口高度5.05m,采用钢-木组合结构体系,内围由10根悬臂钢柱构成结构抗侧力系统,外围40根胶合木柱为重力柱,屋面水平构件均采用胶合木梁。钢-木组合结构设计不同于钢结构或木结构,参考欧洲... 莺腽湖内湖小茶室主体为单层建筑,屋脊高度6.6m,檐口高度5.05m,采用钢-木组合结构体系,内围由10根悬臂钢柱构成结构抗侧力系统,外围40根胶合木柱为重力柱,屋面水平构件均采用胶合木梁。钢-木组合结构设计不同于钢结构或木结构,参考欧洲标准BS EN 1998—1:2004的结构性能系数确定了本结构的地震作用计算参数,同时对钢构件与木构件的连接节点转动刚度进行了计算分析,采用MIDAS Gen软件对结构的整体指标进行了计算,结合《胶合木结构技术规范》(GB/T 50708-2012)和《钢结构设计标准》(GB 50017-2017),对胶合木构件按非火灾与火灾两种承载力极限状态及对抗侧力钢柱按非火灾承载力极限状态分别进行了设计,分析结果表明结构安全可靠。本文的计算设计方法可供类似钢-木组合结构参考。 展开更多
关键词 钢-木组合结构 抗侧力系统 重力柱 结构能系数 节点转动刚度 火灾
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DISTRIBUTED QUANTIZED CONSENSUS FOR AGENTS ON DIRECTED NETWORKS 被引量:2
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作者 LI Dequan LIU Qipeng WANG Xiaofan 《Journal of Systems Science & Complexity》 SCIE EI CSCD 2013年第4期489-511,共23页
Communication bandwidth and network topology are two important factors that affect performance of distributed consensus in multi-agent systems.The available works about quantized average consensus assume that the adja... Communication bandwidth and network topology are two important factors that affect performance of distributed consensus in multi-agent systems.The available works about quantized average consensus assume that the adjacency matrices associated with the digraphs are doubly stochastic,which amounts to that the digital networks are balanced.However,this assumption may be unrealistic in practice.In this paper,without assuming double stochasticity,the authors revisit an existing quantized average consensus protocol with the logarithmic quantization scheme,and investigate the quantized consensus problem in general directed digital networks that are strongly connected but not necessarily balanced.The authors first derive an achievable upper bound of the quantization precision parameter to design suitable logarithmic quantizer,and this bound explicitly depends on network topology.Subsequently,by means of the matrix transformation and the Lyapunov techniques,the authors provide a testable condition under which the weighted average consensus can be achieved with the proposed quantized protocol. 展开更多
关键词 Consensus protocol DIGRAPH logarithmic quantization multi-agent systems.
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