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Experimental Study of the Viscous Pump with a Helical Channel Rotor:Torsion Effect of the Channel
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作者 Yasutaka HAYAMIZU Kyoji YAMAMOTO +3 位作者 Shinichiro YANASE Toru HYAKUTAKE Shinichi MORITA Shigeru OHTSUKA 《Journal of Thermal Science》 SCIE EI CAS CSCD 2010年第2期154-159,共6页
The viscous pump,which has a rotor with a helical square channel,is studied experimentally.The non-dimen-sional channel curvature is taken to be about 0.1.Three types of torsion of the channel are made to investigate ... The viscous pump,which has a rotor with a helical square channel,is studied experimentally.The non-dimen-sional channel curvature is taken to be about 0.1.Three types of torsion of the channel are made to investigate the torsion effect on the flow characteristics.We measure the flux through the channel at a constant rotor speed by changing the pressures at the entrance and exit of the pump.We also observe the secondary flow at a cross-section of the channel.Some of the results obtained are shown as follows:The friction factor along the channel to get the same flux is large for large channel torsion at a constant rotation,and becomes small when the favorable rotation of the rotor to the flow is applied.As for the secondary flow in a cross-section,there appear several types of vortex.When there is no rotation,the secondary flow is almost a symmetric two-vortex type for small flux as is the ordinary Dean vortex,but it changes to a four-vortex type when the flux is large.The secondary flow becomes asymmetric as the rotation is applied.We have unsteady flow patterns at large flux and rotation. 展开更多
关键词 Viscous Pump Helical Channel torsion effect Secondary Flow Flow Visualization Dean Number Taylor Number
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Experimental Study of the Flow in Helical Circular Pipes:Torsion Effect on the Flow Velocity and Turbulence
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作者 Yasutaka HAYAMIZU Kyoji YAMAMOTO +3 位作者 ShinichiroYANASE Toru HYAKUTAKE Toru SHINOHARA Shinichi MORITA 《Journal of Thermal Science》 SCIE EI CAS CSCD 2008年第3期193-198,共6页
An objective of the present paper is to experimentally clarify the torsion effect on the flow in helical circular pipes. We have made six helical circular pipes having different pitches and common non-dimensional curv... An objective of the present paper is to experimentally clarify the torsion effect on the flow in helical circular pipes. We have made six helical circular pipes having different pitches and common non-dimensional curvature δ of about 0.1. The torsion parameter β0, which is defined by β0 = τ/(2δ)1/2 with non-dimensional torsion r, are taken to be 0.02, 0.45, 0.69, 1.01, 1.38 and 1.89 covering from small to very large pitch. The velocity distributions and the turbulence of the flow are measured using an X-type hot-wire anemometer in the range of the Reynolds number from 200 to 20000. The results obtained are summarized as follows: The mean secondary flow pattern in a cross section of the pipe changes from an ordinary twin-vortex type as is seen in a curved pipe without torsion (toroidal pipe) to a single vortex type after one of the twin-vortex gradually disappears as β0 increases. The circulation direction of the single vortex is the same as the direction of torsion of the pipe. The mean velocity distribution of the axial flow is similar to that of the toroidal pipe at small β0, but changes its shape as β0 increases, and attains the shape similar to that in a straight circular pipe when ,β0 = 1.89. It is also found that the critical Reynolds number, at which the flow shows a marginal behavior to turbulence, decreases as ,β0 increases for small ,β0, and then increases after taking a minimum at ,β0 ≈ 1.4 as ,β0 increases. The minimum of the critical Reynolds number experimentally obtained is about 400 at ,β0 ≈ 1.4. 展开更多
关键词 Helical Circular Pipe torsion effect Critical Reynolds Number TURBULENCE
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Sample size effect on the dynamic torsional behaviour of the 2A12 aluminium alloy 被引量:4
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作者 J.H.Chen W.F.Xu +4 位作者 R.Z.Xie F.J.Zhang W.J.Hu X.C.Huang G.Chen 《Theoretical & Applied Mechanics Letters》 CAS CSCD 2017年第6期317-324,共8页
In order to investigate the effect of sample size on the dynamic torsional behaviour of the 2A12 aluminium alloy. In this paper, torsional split Hopkinson bar tests are conducted on this alloy with different sample di... In order to investigate the effect of sample size on the dynamic torsional behaviour of the 2A12 aluminium alloy. In this paper, torsional split Hopkinson bar tests are conducted on this alloy with different sample dimensions. It is found that with the decreasing gauge length and thickness, the tested yield strength increases. However, the sample innerlouter diameter has little effect on the dynamic torsional behaviour. Based on the finite element method, the stress states in the alloy with different sample sizes are analysed. Due to the effect of stress concentration zone (SCZ), the shorter sample has a higher yield stress. Furthermore, the stress distributes more uniformly in the thinner sample, which leads to the higher tested yield stress. According to the experimental and simulation analysis, some suggestions on choosing the sample size are given as well. 展开更多
关键词 torsional split Hopkinson bar Dynamic torsion Sample size effect Finite element analysis Stress distribution
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Torsional effect of space structure in frequent earthquakes
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作者 王秀丽 金恩平 《Journal of Chongqing University》 CAS 2011年第2期84-92,共9页
Taking a concrete frame supporting space structure as the research object,we systematically studied its lateral-torsion coupling effect of reverse problems in consistent earthquake excitation.Firstly,based on its reve... Taking a concrete frame supporting space structure as the research object,we systematically studied its lateral-torsion coupling effect of reverse problems in consistent earthquake excitation.Firstly,based on its reverse forms and features,we put forward a mechanical analysis model(flexibility layer model) and a calculation method using the response spectrum method and the weighted average method,and verified their validity and feasibility using case analysis.The result shows that the translation displacement change trend of the space structure is basically the same whether reverse exists in the supporting structure or not,but the supporting structure torsion has an effect on the displacement with a relative increase of 10%. 展开更多
关键词 frequent earthquake space structure supporting structure torsional effect flexibility layer model ECCENTRICITY
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Effect of Torsion on Cisplatin-Induced DNA Condensation
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作者 Bo Li Chao Ji +5 位作者 Xi-Ming Lu Yu-Ru Liu Wei Li Shuo-Xing Dou Hui Li Peng-Ye Wang 《Chinese Physics Letters》 SCIE CAS CSCD 2018年第11期90-94,共5页
We investigate the effect of torsion on DNA condensation with the covalently closed circular DNA as the torsionconstrained system, using an atomic force microscope. It is found that there are two stages in the DNA con... We investigate the effect of torsion on DNA condensation with the covalently closed circular DNA as the torsionconstrained system, using an atomic force microscope. It is found that there are two stages in the DNA condensation process under torsional constraint. At the early stage, the low torsion will accelerate DNA condensation by promoting the formation of micro-loops or intersection structures; while at the later stage, the increasing torsion will slow it down by preventing the crosslinking of cisplatin and DNA since the DNA molecule becomes more rigid. Our results show the important role of torsion in DNA condensation and sheds new light on the mechanism for DNA condensation. 展开更多
关键词 cccDNA effect of torsion on Cisplatin-Induced DNA Condensation
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Finite elastic torsional instability of incompressible thermo-hyperelastic cylinder 被引量:4
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作者 Jiusheng Ren Changjun Cheng 《Acta Mechanica Sinica》 SCIE EI CAS CSCD 2006年第2期156-161,共6页
Torsional instability of an incompressible thermo-hyperelastic cylindrical rod, subjected to axial stretching and large torsions, is examined within the framework of finite elasticity. When the cylinder is stretched a... Torsional instability of an incompressible thermo-hyperelastic cylindrical rod, subjected to axial stretching and large torsions, is examined within the framework of finite elasticity. When the cylinder is stretched and twisted by a sufficiently large degree, a knot may form suddenly at one point. This inherent elastic instability is analyzed with the minimum potential energy principle and the critical values of torsion are obtained. The distribution of stresses as well as the tensile force and the torque are studied. Effect of tem- perature change is specifically discussed. 展开更多
关键词 Incompressible thermo-hyperelastic material torsional instability effect of temperature Finite elastic
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Precise Underground Observations of the Partial Solar Eclipse of 1 June 2011 Using a Foucault Pendulum and a Very Light Torsion Balance 被引量:2
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作者 Dimitrie Olenici Alexander F. Pugach 《International Journal of Astronomy and Astrophysics》 2012年第4期204-209,共6页
Simultaneous observations of the solar eclipse on 06/01/2011 were carried out using a Foucault pendulum and a torsion balance. The instruments were installed in a salt mine, where the interference was minimal. Both in... Simultaneous observations of the solar eclipse on 06/01/2011 were carried out using a Foucault pendulum and a torsion balance. The instruments were installed in a salt mine, where the interference was minimal. Both instruments clearly reacted to the eclipse. We conclude that these reactions should not be considered as being gravitational effects. 展开更多
关键词 SOLAR ECLIPSE Allais effect torsion BALANCE
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Dynamic Characteristics of the Crankshaft System with Coupling Effect 被引量:1
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作者 S.H. Zhang K. Jia 《Journal of Energy and Power Engineering》 2010年第5期18-26,共9页
The nonlinear dynamic model of the marine diesel crankshaft system with a propeller and 6 cranks is established, in which the variable moment of inertia of the linkage and the piston, coupling effect between torsional... The nonlinear dynamic model of the marine diesel crankshaft system with a propeller and 6 cranks is established, in which the variable moment of inertia of the linkage and the piston, coupling effect between torsional and axial vibration, the actuating force applied on the piston, the actuating torque and force applied on the propeller is included. The governing equations of the model denote a strong nonlinear and non autonomous system. By numeric simulation, the dynamic response of the system to initial displacement and initial speed, variable moment of inertia, the pressure applied on the piston by combustion gas, the torque and the axial force applied on the propeller by fluid is researched respectively. According to the research results, the variable moment of inertia and coupling effect between torsional and axial vibration are the fundamental reason for nonlinear vibration. Different actuating factors can not only result in different frequency components of the response, but make the same frequency component have different vibration amplitude. The dynamic behavior of the system is not influenced obviously by the actuating torque and force applied on the propeller. There is obvious difference in sensitivity of the dynamic response in the different direction to the same actuating factor. 展开更多
关键词 Coupling effect between torsional and axial vibration nonlinear dynamic model crankshaft system dynamic response.
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多台地掉层RC框架结构扭转效应及控制研究
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作者 韩军 徐雯燕 +2 位作者 夏纯皇 刘立平 李英民 《地震工程与工程振动》 CSCD 北大核心 2024年第6期46-58,共13页
山地掉层结构考虑坡地开挖工程量、边坡稳定性等因素,常需设置多个接地端,导致结构平面和立面不规则,扭转效应显著。为研究3个不等高接地端的多台地掉层钢筋混凝土(reinforced concrete,RC)框架结构的扭转效应及控制措施,通过拟静力试... 山地掉层结构考虑坡地开挖工程量、边坡稳定性等因素,常需设置多个接地端,导致结构平面和立面不规则,扭转效应显著。为研究3个不等高接地端的多台地掉层钢筋混凝土(reinforced concrete,RC)框架结构的扭转效应及控制措施,通过拟静力试验和振动台试验结果验证了有限元模型的可靠性,对建立的16个不同结构参数的有限元算例模型进行了弹性和弹塑性动力有限元分析,研究了此类框架结构扭转效应受接地端跨数、总掉层数、中接地端掉层数等因素的影响程度;通过算例分析对比了不同扭转控制措施的效果。研究结果表明:弹性状态下,3台地掉层RC框架结构在中接地层和上接地层处扭转效应显著,总体扭转效应小于对应的2台地掉层RC框架结构;而当结构进入弹塑性状态后,通过降低结构掉层部分长度在顺坡向总长度上的占比,可有效缓解结构的扭转效应;在3台地掉层RC框架结构中设置水平接地构件、钢支撑和黏滞阻尼器均能改善扭转效应,对于岩质边坡,设置水平接地构件对各扭转效应指标的改善最好。 展开更多
关键词 掉层RC框架结构 多台地 有限元分析 扭转效应 抗扭设计
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考虑约束扭转二次剪力流影响的箱梁畸变效应分析
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作者 王晨光 张元海 《东南大学学报(自然科学版)》 EI CAS CSCD 北大核心 2024年第4期937-943,共7页
为了揭示箱梁约束扭转和畸变之间的耦联关系,研究约束扭转对箱梁畸变效应的影响,根据约束扭转二次剪力流形成的畸变荷载,建立了考虑约束扭转的箱梁畸变控制微分方程.基于乌曼斯基第二理论,提出约束扭转剪力流是基于约束扭转引起的畸变... 为了揭示箱梁约束扭转和畸变之间的耦联关系,研究约束扭转对箱梁畸变效应的影响,根据约束扭转二次剪力流形成的畸变荷载,建立了考虑约束扭转的箱梁畸变控制微分方程.基于乌曼斯基第二理论,提出约束扭转剪力流是基于约束扭转引起的畸变效应修正后的总扭矩布雷特剪力流,并通过Ansys有限元模型和能量法计算结果对理论公式进行了验证.数值算例结果表明:2种不同约束扭转剪力流分解方法计算所得结果完全一致;不同计算点处的约束扭转剪应力与Ansys有限元法计算结果吻合良好;扭转畸变翘曲总正应力、畸变翘曲正应力均与按能量法计算所得结果吻合良好,误差不超过10%.计入约束扭转二次剪应力的影响能够更准确地计算箱梁畸变效应. 展开更多
关键词 箱梁 约束扭转 畸变效应 耦联分析
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考虑尺寸效应影响的钢筋混凝土构件纯扭承载力计算方法
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作者 金浏 祝华杰 杜修力 《土木与环境工程学报(中英文)》 CSCD 北大核心 2024年第5期143-151,共9页
近年来,钢筋混凝土构件的抗扭设计问题受到了广泛关注,现行的设计规范是基于小尺寸试件的试验数据外推而来,并未考虑尺寸效应的影响,对大尺寸试件承载力预测值的安全度有待商榷。对比分析国内外规范中RC构件纯扭承载力计算方法公式,基... 近年来,钢筋混凝土构件的抗扭设计问题受到了广泛关注,现行的设计规范是基于小尺寸试件的试验数据外推而来,并未考虑尺寸效应的影响,对大尺寸试件承载力预测值的安全度有待商榷。对比分析国内外规范中RC构件纯扭承载力计算方法公式,基于钢筋混凝土柱纯扭加载三维细观数值模拟结果,总结钢筋混凝土柱名义抗扭强度尺寸效应规律,建立可定量反映配箍率影响的名义抗扭强度尺寸效应律公式;通过引入尺寸效应系数αh建立考虑结构尺寸效应影响的钢筋混凝土构件纯扭承载力建议预测公式,并将αh分为3个区域,综合考虑结构设计的安全性和经济性,从而保证大尺寸试件承载力预测值的安全度;通过与90个试验数据的对比,证明修正公式能有效提高大尺寸试件承载力预测值的安全储备。 展开更多
关键词 钢筋混凝土构件 纯扭承载力 尺寸效应 抗扭设计
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CO2 Capture at Room Temperature and Ambient Pressure: Isomer Effect in Room Temperature Ionic Liquid/Propanol Solutions
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作者 Hiroshi Abe Azusa Takeshita +2 位作者 Hirokazu Sudo Koichi Akiyama Hiroaki Kishimura 《Green and Sustainable Chemistry》 2016年第2期116-124,共9页
A CO<sub>2</sub> capture system without supercritical CO<sub>2</sub> was optimized for mixtures of hydrophobic room temperature ionic liquids (RTILs) and propanol. We tested RTILs using bis(tri... A CO<sub>2</sub> capture system without supercritical CO<sub>2</sub> was optimized for mixtures of hydrophobic room temperature ionic liquids (RTILs) and propanol. We tested RTILs using bis(trifluoromethanesulfonyl)imide, TFSI-, anion and four quaternary ammonium cations, two quaternary phosphonium cations, and one imidazolium cation. The addition of 2-propanol into the RTILs clearly promoted the capture of normal CO<sub>2</sub>(nCO<sub>2</sub>) at ambient temperature and pressure. When combined with 2-propanol, the most efficient RTILs for nCO<sub>2</sub> capture were N-butyl-N,N,N-trimethylammonium TFSI-. This enhancement of nCO<sub>2</sub> capture was not observed in RTIL mixtures with 1-propanol or in propanol mixtures containing other phosphonium- and imidazolium-based RTILs. The torsion angle of TFSI-, which was calculated using density functional theory, is thought to be related to high nCO<sub>2</sub> capture efficiently. 展开更多
关键词 CO2 Capture Room Temperature Ionic Liquids Propanol Isomer effect torsion Angle of TFSI- Anion
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偏载作用下薄壁箱梁空间整体效应的综合分析 被引量:3
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作者 张元海 马云亮 刘泽翔 《土木工程学报》 EI CSCD 北大核心 2024年第4期48-58,共11页
为了研究斜腹板箱梁在竖向偏心荷载作用下的受力性能,在合理构造各翘曲位移函数的基础上,用能量变分法建立全面反映竖向弯曲变形以及剪力滞、约束扭转、畸变等翘曲变形的控制微分方程,通过对既有文献中的模型梁进行计算分析,明确剪力滞... 为了研究斜腹板箱梁在竖向偏心荷载作用下的受力性能,在合理构造各翘曲位移函数的基础上,用能量变分法建立全面反映竖向弯曲变形以及剪力滞、约束扭转、畸变等翘曲变形的控制微分方程,通过对既有文献中的模型梁进行计算分析,明确剪力滞、约束扭转及畸变翘曲应力在竖向弯曲应力中的占比情况,并揭示各翘曲广义内力的分布规律。结果表明:按文章解析法求得的模型梁应力理论值与实测值吻合良好,从而验证文章方法的合理性;在偏载作用下箱梁的约束扭转微分方程与畸变微分方程是相互耦联的,这在已有文献中往往被忽略;在剪力滞、约束扭转及畸变翘曲应力中,畸变翘曲应力占据主导地位,剪力滞和约束扭转翘曲应力相对较小,但仍不可忽略,在控制截面上因各种翘曲变形引起的应力放大系数达到1.362;偏心集中荷载引起的各翘曲广义内力均具有快速衰减的分布规律,剪力滞和约束扭转广义内力分布范围很小,而畸变广义内力分布范围广阔。建议在桥梁设计规范相关条文及实际箱梁桥设计中,对畸变效应给予充分重视。 展开更多
关键词 薄壁箱梁 畸变 剪力滞效应 约束扭转 翘曲应力
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TORSION OF COMPOSITE LAMINATED BARS WITH A LARGE NUMBER OF LAYERS
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作者 张剑 李思简 《Applied Mathematics and Mechanics(English Edition)》 SCIE EI 1998年第6期585-591,共7页
In view of rite effective elastic moduli theory([1]), analyzing the thick composite laminated bars subjected to an externally applied torque are presented by three-dimensional finite element (3-D FEM) and global-local... In view of rite effective elastic moduli theory([1]), analyzing the thick composite laminated bars subjected to an externally applied torque are presented by three-dimensional finite element (3-D FEM) and global-local method in this paper. Numerical results involving the distribution of shearing stresses olt cross-section and the torsional deformation and the interlaminar stresses near to free edges are given. If necessary elements discretization may be densely carried out only in the high stress gradient, region. Obviously, it requires less computer memory and computational time so that it offers an effective way for evaluating strength of laminated bars torsion with a greet number of layers. 展开更多
关键词 effective elastic moduli three-dimensional element SUBLAMINATE global-local method free-edge effect composite laminated bar torsion
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不同类别场地近断层地震动平-扭耦合作用对结构动力响应影响分析
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作者 韩淼 张浦源 +1 位作者 杜红凯 刘永波 《工程抗震与加固改造》 北大核心 2024年第4期12-20,35,共10页
为研究不同场地近断层地震动作用下结构动力响应,建立钢框架结构模型,选取I类、Ⅱ类和Ⅲ类场地近断层地震波各10条,分析地震动平动分量与扭转分量耦合作用对结构动力响应的影响。结果表明:平动分量耦合扭转分量相比平动分量单独作用,随... 为研究不同场地近断层地震动作用下结构动力响应,建立钢框架结构模型,选取I类、Ⅱ类和Ⅲ类场地近断层地震波各10条,分析地震动平动分量与扭转分量耦合作用对结构动力响应的影响。结果表明:平动分量耦合扭转分量相比平动分量单独作用,随场地类别由Ⅰ类到Ⅲ类,各层楼面的角柱与边柱动力响应均有增大,Ⅲ类场地上角柱动力响应的增幅最大,层间加速度增幅22.51%,层间位移角增幅21.68%,柱端剪力增幅10.70%,柱端弯矩增幅22.56%;场地类别相同时,同层楼面的角柱和边柱的动力响应增大,角柱增幅最大,边柱次之。结构设计中需考虑近断层地震动平-扭耦合作用对不同类别场地结构的角柱与边柱动力响应影响。 展开更多
关键词 近断层地震 扭转分量 场地类别 耦合作用 动力响应
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考虑尺寸效应影响的FRP筋混凝土构件纯扭承载力计算方法
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作者 金浏 祝华杰 杜修力 《工程力学》 EI CSCD 北大核心 2024年第4期19-28,共10页
纤维增强聚合物(FRP)筋作为非腐蚀材料替代钢筋已成为解决锈蚀问题的创新方案,被应用于预应力结构、海洋平台、沿海码头和长期处于浸蚀性化学环境的构件中。关于FRP筋混凝土构件的纯扭承载力设计方法只有加拿大规范CSA S806-12提出,且... 纤维增强聚合物(FRP)筋作为非腐蚀材料替代钢筋已成为解决锈蚀问题的创新方案,被应用于预应力结构、海洋平台、沿海码头和长期处于浸蚀性化学环境的构件中。关于FRP筋混凝土构件的纯扭承载力设计方法只有加拿大规范CSA S806-12提出,且以借鉴现有的钢筋混凝土构件纯扭承载力计算公式的形式给出,考虑了FRP筋与钢筋间材料力学参数的区别。该文通过已验证了的三维细观数值模拟方法,研究了最大横截面宽度为1000 mm的FRP筋混凝土柱纯扭破坏行为,揭示了其名义抗扭强度尺寸效应规律。基于模拟数据,对比了现有的FRP筋混凝土构件纯扭承载力计算公式,并在中国规范GB 50010-2010关于钢筋混凝土构件纯扭承载力计算方法的基础上,提出了考虑尺寸效应影响的FRP筋混凝土构件纯扭承载力的计算方法。通过对比现有的试验数据,验证了所提公式的正确性和合理性。 展开更多
关键词 FRP筋 纯扭承载力 细观模拟 尺寸效应 计算方法
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基于流固耦合的单轴跟踪式光伏结构风致扭转研究
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作者 李正农 伍世芳 《太阳能学报》 EI CAS CSCD 北大核心 2024年第6期316-324,共9页
以某跟踪式光伏发电系统为研究对象,通过编写自定义程序代码UDF对Fluent进行二次开发,建立单轴跟踪式光伏结构的二维模型,研究其在风荷载作用下的扭转振动问题。研究结果表明:风速达到某一特值后,结构出现等幅周期性振动,发生软颤振现象... 以某跟踪式光伏发电系统为研究对象,通过编写自定义程序代码UDF对Fluent进行二次开发,建立单轴跟踪式光伏结构的二维模型,研究其在风荷载作用下的扭转振动问题。研究结果表明:风速达到某一特值后,结构出现等幅周期性振动,发生软颤振现象,而其阻尼比对抑制扭转振动有一定的作用,这同实际情况较吻合;光伏组件倾角在0°~20°范围内时,倾角越大,扭转振动的临界风速越低。 展开更多
关键词 太阳能 光伏组件 风效应 流固耦合 扭转振动 阻尼
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双向水平地震作用下高桩码头地震效应组合方法研究
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作者 高树飞 荆范礼 冯云芬 《水运工程》 2024年第1期22-30,共9页
高桩码头在双向水平地震作用下会出现扭转效应,我国码头设计规范对此并无具体规定,但国内建筑结构设计规范和国外码头设计规范一般是将结构在两个主轴方向的单向水平地震作用效应进行组合来处理类似问题。为验证规范中的组合方法对码头... 高桩码头在双向水平地震作用下会出现扭转效应,我国码头设计规范对此并无具体规定,但国内建筑结构设计规范和国外码头设计规范一般是将结构在两个主轴方向的单向水平地震作用效应进行组合来处理类似问题。为验证规范中的组合方法对码头的适用性和准确性,选取30组双向水平地震动记录,对码头案例进行时程分析和振型分解反应谱分析。按规范的组合方法计算反应谱分析得到的桩基内力,再计算组合值与时程分析所得内力之比,并进行统计分析。对内力比均值进行回归分析,以提出桩基内力修正系数计算公式。研究结果表明:1)双向地震作用下桩基内力比单向地震作用下大得多,抗震分析时应考虑双向地震的影响。2)相较于国外码头设计规范所用的组合方法,采用国内建筑规范中的平方和方根法组合得到的内力与时程分析结果的相关性更好,所得内力比服从对数正态分布且均值接近1,离散程度较小,建议将此法用于码头抗震分析。3)对于长周期码头结构,组合方法会低估地震反应,应使用所提出的公式对桩基内力予以修正。 展开更多
关键词 高桩码头 双向水平地震作用 时程分析 振型分解反应谱分析 扭转效应
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上海市某超高层偏筒结构分析与设计
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作者 王鹏 戈马 +1 位作者 冯雪松 孙强 《建筑结构》 北大核心 2024年第11期8-15,共8页
由于建筑功能、效果的需要,偏筒结构在高层及超高层项目中数量逐渐增多。位于上海市某280m超高层偏筒结构采用了钢管混凝土柱-钢框架-钢筋混凝土筒体的结构体系。结构设计的主要难点在于筒体偏置导致结构在地震与风荷载作用下产生较大... 由于建筑功能、效果的需要,偏筒结构在高层及超高层项目中数量逐渐增多。位于上海市某280m超高层偏筒结构采用了钢管混凝土柱-钢框架-钢筋混凝土筒体的结构体系。结构设计的主要难点在于筒体偏置导致结构在地震与风荷载作用下产生较大的扭转效应;筒体部分因电梯井道开洞使得最外侧墙体易处于受拉状态,且因质量、刚度不均匀结构在竖向力作用下将产生较大的水平位移。分别对结构的抗扭性能、筒体墙构件承载力、考虑收缩徐变的结构整体水平变形进行了详细的分析,并通过大震弹塑性验证了结构整体及各构件均满足设定的性能目标,保证了结构整体及构件的安全可靠。 展开更多
关键词 超高层 筒体偏置 抗震设计 扭转效应 施工模拟
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车辆基地全框支剪力墙结构大底盘效应分析
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作者 许名鑫 李重阳 +2 位作者 周越洲 肖中岭 陈晓城 《建筑结构》 北大核心 2024年第15期69-74,114,共7页
以某车辆基地全框支剪力墙结构为例,以底盘结构质量、刚度、频率、平面尺寸、裙房柱截面、塔楼高度等为参数,分析大底盘结构对塔楼地震响应的影响及多塔楼之间的影响、塔楼偏置对底盘的影响等。结果表明,底盘效应放大了塔楼受到的地震... 以某车辆基地全框支剪力墙结构为例,以底盘结构质量、刚度、频率、平面尺寸、裙房柱截面、塔楼高度等为参数,分析大底盘结构对塔楼地震响应的影响及多塔楼之间的影响、塔楼偏置对底盘的影响等。结果表明,底盘效应放大了塔楼受到的地震作用。楼高150m时,塔楼层剪力曲线形状变得弯曲,反映高阶振型带拐点的曲线形状;楼高50m时随裙房范围扩大,底盘效应明显增强,裙房范围每侧60m,裙房上一层的剪力比楼高150m时该层的剪力还要大50%左右,是楼高50m无裙房时该层剪力的2.5倍左右。在车辆基地全框支剪力墙结构设计中需考虑大底盘效应,按实际的底盘范围进行整体计算以真实反映底盘效应。 展开更多
关键词 车辆基地 全框支剪力墙结构 大底盘 底盘效应 多塔结构 扭转效应
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