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Rigid-Plastic Dynamic Response of Reinforced Concrete Bridge Pier Impacted by Automobile 被引量:4
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作者 ZHENG Xiaoning DIAO Bo YE Yinghua 《Transactions of Tianjin University》 EI CAS 2006年第B09期254-257,共4页
Bridge piers are impacted by autos sometimes. The pier usually has not been destroyed after once impact by auto. But there are few research on damage which will affect pier's capability, and most relative studies ... Bridge piers are impacted by autos sometimes. The pier usually has not been destroyed after once impact by auto. But there are few research on damage which will affect pier's capability, and most relative studies have focused the problems on piers impacted by vessels. The methods involve mainly sutra experience theory, numerical analysis, and experimental method. Owing to the complicacy of the bridge pier impacted by a vessel, there are few research derived with the sutra mechanics model and the piers impacted by autos. The dynamic response is studied here under the assumption of the rigid-plastic small-deformation for the pier impacted by auto. According to the Parkes beam model, the rigid-plastic theoretical solution is deduced. The final deformation is calculated by a practical example for the pier impacted by auto. 展开更多
关键词 IMPACT PIER rigid-plastic dynamic response
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EFFECT OF WALL SLIP ON SQUEEZE FLOW OF RIGID-PLASTIC MEDIA BETWEEN PARALLEL DISK 被引量:1
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作者 XuChumhui HungWenbin XuYong 《Acta Mechanica Solida Sinica》 SCIE EI 2005年第1期83-87,共5页
The squeeze flow of a rigid-plastic medium between parallel disks is considered for small gaps with partial wall slip. The stress distribution and the squeeze force between parallel disks of a rigid-plastic medium wit... The squeeze flow of a rigid-plastic medium between parallel disks is considered for small gaps with partial wall slip. The stress distribution and the squeeze force between parallel disks of a rigid-plastic medium with the following four diferent slip boundary conditions are obtained. (1) The Coulombic friction condition is applied, and the stress distribution on the wall is derived, which is linear or exponential distribution in the no-slip area or slip area. (2) It is assumed that the slip velocity at the disks increases linearly with the radius up to the rim slip velocity, with the stress distribution and the squeeze force gained. (3) The assumption that the slip velocity at the disks is related to the shear stress component is used, with the stress distribution and the squeeze force obtained, which is equivalent to the result given in (2). (4) Rational velocity components are introduced, and the stress distribution is satisfed. 展开更多
关键词 squeeze fow SLIP rigid-plastic FRICTION
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Three-Dimensional Rigid-Plastic FEM Simulation of Bulk Forming Processes with New Contact and Remeshing Techniques 被引量:1
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作者 Debin Shan and Youngsuk Kim School of Mechanical Engineering, Kyungpook National University, Taegu 702-70 1, South Korea Hyunsoo Kim Graduate School of Mechanical Engineering, Kyungpook National University, Taegu 702-701, South Korea E-mail: shandb@public 《Journal of Materials Science & Technology》 SCIE EI CAS CSCD 2001年第3期329-332,共4页
Some techniques such as die surface description, contact judgement algorithm and remeshing are proposed to improve the robustness of the numerical solution. Based on these techniques, a three-dimensional rigid-plastic... Some techniques such as die surface description, contact judgement algorithm and remeshing are proposed to improve the robustness of the numerical solution. Based on these techniques, a three-dimensional rigid-plastic FEM code has been developed. Isothermal forging process of a cylindrical housing has been simulated. The simulation results show that the given techniques and the FEM code are reasonable and feasible for three-dimensional bulk forming processes. 展开更多
关键词 Three-Dimensional rigid-plastic FEM Simulation of Bulk Forming Processes with New Contact and Remeshing Techniques FEM Simulation
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ADAPTIVE RIGID-PLASTIC MESHLESS GALERKIN METHOD AND ITS APPLICATION IN ANALYSIS OF EXTRUSION PROCESSES 被引量:1
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作者 WU Xin ZHAO Guoqun +2 位作者 WANG Weidong GUAN Yanjin LU Ping 《Chinese Journal of Mechanical Engineering》 SCIE EI CAS CSCD 2007年第2期26-31,共6页
Under the hypothesis of the rigid-plastic material, specific efforts are placed on the developments of the key simulation techniques of the meshless Galerkin method because of the complexity of the deformation process... Under the hypothesis of the rigid-plastic material, specific efforts are placed on the developments of the key simulation techniques of the meshless Galerkin method because of the complexity of the deformation process as well as the generality and atomization of the simulation procedures for non-steady state large deformation plastic processes, therefore, an adaptive rigid meshless Galerkin method is developed. The influence domain control method is used in the least square approximation by dynamic evaluation of the magnitude of the influence domain and the effective control of the amount and the positions of the points in the least square approximation in order to improve approximation precision. The amount of the Gauss integration points in the discrete domain is maintained in a considerable magnitude in order to ensure the integration precision in the discrete domain. The length of the frictional boundary of the plastic deformation process may be getting longer when its deforma- tion is getting severe. Thus, the densities of the boundary points of some places get lower. The adaptive boundary points setting method is employed to improve the approximation precision of the boundary points and enhance the constraint of the boundary condition by adaptive control of boundary point density. Some typical extrusion processes are analyzed, detail simulation results such as the deformation field, velocity field, effective strain field, effective strain rate field, the volume loss curve and load-stroke curve are obtained. The effectiveness of the method developed is demonstrated and the precision of the meshless simulation is proved by overall comparison with the results obtained by using the commercial software deform. 展开更多
关键词 rigid-plastic Galerkin Adaptive Non-steady state Extrusion Severe deformation
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A Numerical Method for Rigid-plastic FEM Analysis Basing on Mathematical Programming
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作者 Li Di Lin Zhongqin Chen Guanlong Zhang Weigang Li Shuhui 《上海交通大学学报》 EI CAS CSCD 北大核心 2004年第z2期32-37,共6页
The rigid-plastic analysis of mental forming simulation is formulated as a discrete nonlinear mathematical programming problem with equality and inequality constraints by means of the finite element technique. An iter... The rigid-plastic analysis of mental forming simulation is formulated as a discrete nonlinear mathematical programming problem with equality and inequality constraints by means of the finite element technique. An iteration algorithm is used to solve this formulation, which distinguishes the integration points of the rigid zones and the plastic zones and solves a series of the quadratic programming to overcome the difficulties caused by the nonsmoothness and the nonlinearity of the objective function. This method has been used to carry out the rigid-plastic FEM analysis. An example is given to demonstrate the effectiveness of this method. 展开更多
关键词 rigid-plastic MATHEMATICAL PROGRAMMING FINITE ELEMENT method
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Study on Remeshing Technique for Three-Dimensional Rigid-plastic Finite Element Simulation
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作者 单德彬 吕炎 王真 《Journal of Harbin Institute of Technology(New Series)》 EI CAS 1997年第3期76-79,共4页
A new method of three-dimensional remeshing is proposed for rigid-plastic finiteelement analysis of a complicated forging process.The forging process of a cylindricalhousing has been simulated to show the effectivenes... A new method of three-dimensional remeshing is proposed for rigid-plastic finiteelement analysis of a complicated forging process.The forging process of a cylindricalhousing has been simulated to show the effectiveness of the scheme.The result ofsimulation shows that the computation can be effectively carried out by using the des-cribed remeshing scheme. 展开更多
关键词 rigid-plastic FINITE element simulation REMESHING CYLINDRICAL HOUSING
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RIGID-PLASTIC/RIGID-VISCOPLASTIC FEM BASED ON LINEAR PROGRAMMING-THEORETICAL MODELING AND APPLICATION FOR PLANE-STRAIN PROBLEMS
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作者 WangHuaibao XuWeili 《Chinese Journal of Mechanical Engineering》 SCIE EI CAS CSCD 2003年第1期106-109,共4页
A new rigid-plastic/rigid-viscoplastic (RP/RVP) FEM based on linearprogramming (LP) for plane-strain metal forming simulation is proposed. Compared with thetraditional RP/RVP FEM based on iteration solution, it has so... A new rigid-plastic/rigid-viscoplastic (RP/RVP) FEM based on linearprogramming (LP) for plane-strain metal forming simulation is proposed. Compared with thetraditional RP/RVP FEM based on iteration solution, it has some remarkable advantages, such a it'sfree of convergence problem and its convenience in contact, incompressibility constraint and rigidzone treatment. Two solution examples are provided to validate its accuracy and efficiency. 展开更多
关键词 rigid-plastic/rigid-viscoplastic FEM Linear programming
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ANALYSIS OF THE LARGE DEFLECTION DYNAMIC RESPONSE OF RIGID-PLASTIC CIRCULAR PLATE RESTING ON FLUID
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作者 Zhang Shanyuan Wang Tiefeng (Taiyuan University of Technology,Taiyuan 030024 P.R.China) 《Acta Mechanica Solida Sinica》 SCIE EI 1994年第4期334-346,共13页
A study is presented for the large deflection dynamic response of rigid- plastic circular plate resting on potential fluid under a rectangular pressure pulse load. By virtue of Hankel integral transform technique,this... A study is presented for the large deflection dynamic response of rigid- plastic circular plate resting on potential fluid under a rectangular pressure pulse load. By virtue of Hankel integral transform technique,this interaction problem is reduced to a problem of dynamic plastic response of the plate in vacuum.The closed-form solutions are derived for both middle and high pressure loads by solving the equations of motion with the large deflection in the range where both bending moments and membrane forces are important.Some numerical results are given. 展开更多
关键词 rigid-plastic circular plate LARGE deflection dynamic response potential fluid Hankel integral transform technique
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DEEP-DRAWING PROCESS ANALYSIS OF ELLIPTIC CUPS BY RIGID-PLASTIC FEM
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作者 Chang, Zhihua Ma, Yanwei +1 位作者 Huang, Shangyu Jiang, Kuihua 《中国有色金属学会会刊:英文版》 EI CSCD 1994年第2期61-66,共6页
DEEP-DRAWINGPROCESSANALYSISOFELLIPTICCUPSBYRIGID-PLASTICFEMDEEP-DRAWINGPROCESSANALYSISOFELLIPTICCUPSBYRIGID-... DEEP-DRAWINGPROCESSANALYSISOFELLIPTICCUPSBYRIGID-PLASTICFEMDEEP-DRAWINGPROCESSANALYSISOFELLIPTICCUPSBYRIGID-PLASTICFEM¥Chang,... 展开更多
关键词 ELLIPTIC cups DEEP-DRAWING formation LIMIT rigid-plastic FINITE ELEMENT method
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RIGID-PLASTIC/RIGID-VISCOPLASTIC FEM BASED ON LINEAR PROGRAMMING—THEORETICAL MODELING AND APPLICATION FOR AXISYMMETRICAL PROBLEMS 被引量:1
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作者 Xu Weili Shi Xiangchen Lin Zhongqin School of Mechanical Engineering,Shanghai Jiaotong University Peter Thomson Di Senglin Australia Monash University Australia University of Technology 《Chinese Journal of Mechanical Engineering》 SCIE EI CAS CSCD 2001年第2期184-188,共5页
Compared with the traditional rigid plastic/rigid viscoplastic(RP/RVP) FEM(based on iteration solution),RP/RVP FEM based on linear programming (LP) has some remarkable advantages,such as it's free of convergence... Compared with the traditional rigid plastic/rigid viscoplastic(RP/RVP) FEM(based on iteration solution),RP/RVP FEM based on linear programming (LP) has some remarkable advantages,such as it's free of convergence problem and its convenience in contact,rigid zone,and friction force treatment.The numerical model of RP/RVP FEM based on LP for axisymmetrical metal forming simulation is studied,and some related key factors and its treatment methods in formulation of constraint condition are proposed.Some solution examples are provided to validate its accuracy and efficiency. 展开更多
关键词 RIGID plastic/rigid VISCOPLASTIC FEM Contact treatment Linear programming
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RADIAL EXTRUSION PROCESS BY THREE-DIMENSIONAL RIGID-PLASTIC FEM SIMULATION
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作者 Chen Jun, Peng Yinghong, Zuo Xu, Ruan Xueyu National Die & Mold CAD Engineering Research Center, Shanghai Jiao Tong University, Shanghai 200030 《中国有色金属学会会刊:英文版》 CSCD 1997年第4期48-52,共5页
RADIALEXTRUSIONPROCESSBYTHREEDIMENSIONALRIGIDPLASTICFEMSIMULATION①ChenJun,PengYinghong,ZuoXu,RuanXueyuNation... RADIALEXTRUSIONPROCESSBYTHREEDIMENSIONALRIGIDPLASTICFEMSIMULATION①ChenJun,PengYinghong,ZuoXu,RuanXueyuNationalDie&MoldCADEn... 展开更多
关键词 RADIAL EXTRUSION three dimensional RIGID plastic FEM numerical SIMULATION
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悬臂梁在承受支座冲击载荷作用下的刚塑性动力响应分析
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作者 袁锋 《核科学与工程》 北大核心 2025年第2期202-208,共7页
结构在冲击载荷作用下,一般会进入屈服状态,载荷会重新分布,导致结构在塑性下的响应与弹性下的响应两者差异很大,因此有必要进行塑性动力响应的分析。与结构自身承受冲击载荷不同,结构在支座承受冲击载荷的情况,有其特殊之处。本文选取... 结构在冲击载荷作用下,一般会进入屈服状态,载荷会重新分布,导致结构在塑性下的响应与弹性下的响应两者差异很大,因此有必要进行塑性动力响应的分析。与结构自身承受冲击载荷不同,结构在支座承受冲击载荷的情况,有其特殊之处。本文选取悬臂梁结构作为研究对象,将材料假设为理想刚塑性材料,在支座承受的加速度冲击载荷下,根据达朗贝尔原理,建立刚体的动力学方程,再根据支座的加速度时程,对动力学方程进行求解和数值积分,最终计算出了结构动力响应的理论解,包括支座反力时程,悬臂梁转角的角位移、角速度和角加速度时程,支座反力做功和结构内能时程。该理论解也得到了有限元计算结果的验证。相比有限元解,理论解能更好地呈现冲击载荷下动力响应的基本规律。类似于塑性应变,本文提出了累积转角的指标用来衡量结构的塑性变形,研究了悬臂梁的长度和(管道)的壁厚对累积转角的影响。研究结果表明,累积转角对悬臂梁的长度较敏感,对悬臂梁(管道)的壁厚不敏感。 展开更多
关键词 冲击载荷 刚塑性 动力响应
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矩形冲头碰撞下泡沫夹芯板塑性动力响应研究
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作者 王琪 肖雯 +1 位作者 李应刚 李晓彬 《振动与冲击》 北大核心 2025年第14期114-119,共6页
基于理想刚塑性材料假设,采用功率守恒原理建立了矩形冲头碰撞下泡沫夹芯板塑性动力响应理论模型,并通过有限元模型验证了理论模型的准确性。在此基础上,分析了冲头宽度和泡沫芯层厚度对结构塑性动力响应的影响机理。结果表明,矩形冲头... 基于理想刚塑性材料假设,采用功率守恒原理建立了矩形冲头碰撞下泡沫夹芯板塑性动力响应理论模型,并通过有限元模型验证了理论模型的准确性。在此基础上,分析了冲头宽度和泡沫芯层厚度对结构塑性动力响应的影响机理。结果表明,矩形冲头碰撞下泡沫夹芯板塑性动力响应理论模型预测结果与数值计算结果吻合良好。冲头宽度减小会导致夹芯结构塑性变形增大,增加泡沫芯层厚度可以提高夹芯结构抗冲击性能。 展开更多
关键词 矩形碰撞载荷 泡沫夹芯板 理想刚塑性理论 塑性动力响应 仿真验证
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中国现代慈善事业之特色:刚性、韧性与可塑性 被引量:1
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作者 杨方方 《社会保障评论》 2025年第3期128-145,共18页
中国特色社会主义道路的卓越成就促使各领域积极探寻特色发展路径,现代慈善事业走特色发展之路也已成为广泛共识。但慈善特色发展实践在“什么是特色”“如何判别一个国家、地区或领域的慈善事业有没有特色”“怎样有效发展特色”等基... 中国特色社会主义道路的卓越成就促使各领域积极探寻特色发展路径,现代慈善事业走特色发展之路也已成为广泛共识。但慈善特色发展实践在“什么是特色”“如何判别一个国家、地区或领域的慈善事业有没有特色”“怎样有效发展特色”等基础问题上还存在困惑。现有研究不仅没有充分回答这些关键问题,还呈现出泛化、表层化以及异化倾向。从语义层面分析,“特色”兼具名词、动词和形容词三种词性,分别对应特色的三重属性。作为客观存在状态的名词“特色”,并非泛指所有的“特别”,是特色刚性的体现;作为稳定特性表征的形容词“特色的”,是特色持续积累的成果和特色韧性的体现;作为动态演化过程的动词“特色化”是慈善主体发挥主观能动性的过程,彰显了特色的可塑性。聚焦特色的刚性、韧性与可塑性,有助于明晰特色边界、特色的状态实现与持续的内在支撑,以及特色化的实质与原动力。特色的刚性涵盖性质、层级、内容和程度四个方面,特色的韧性源于内生性(内生特质)、特定性(特定道路)与发展性(动态调适)的共同作用,而特色的可塑性表明特色化是精细化推进科学化的过程,原动力来自慈善认知能力的持续提升。 展开更多
关键词 现代慈善事业 特色 刚性 韧性 可塑性
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Plackett-Burman虚拟试验设计的弯管临界支撑间距解析
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作者 房忠民 赵晓丹 《模具工业》 2025年第3期7-13,共7页
为了解决大型弯管构件在压弯过程中的变形区拉弯效应问题,基于刚塑性硬化直线模型,提出临界支撑间距算法。首先针对管材弯曲工艺进行工程解析,构建临界支撑间距与材料属性、几何特征等关系模型,其次引入无量纲指标,即相对临界间距L/d,... 为了解决大型弯管构件在压弯过程中的变形区拉弯效应问题,基于刚塑性硬化直线模型,提出临界支撑间距算法。首先针对管材弯曲工艺进行工程解析,构建临界支撑间距与材料属性、几何特征等关系模型,其次引入无量纲指标,即相对临界间距L/d,探讨了L/d与厚径比t/d、相对弯曲半径ρ/d、应变刚模量D、屈服强度σs等因子的规律,然后通过Plackett-Burman的虚拟试验设计,得到各因子与L/d的量化关系,最后根据相关管材的国家标准选用几种材料的属性数值代入解析解,对比GB/T 232-2024推荐区间,验证解析式的有效性。 展开更多
关键词 管材弯曲 临界支撑间距 刚塑性硬化直线模型 Plackett-Burman试验设计
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不考虑几何刚度的框架结构非线性分析方法
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作者 陈安全 林航葳 《计算力学学报》 北大核心 2025年第3期395-403,共9页
从增量迭代的力学机制出发,详细分析了增量迭代计算中预测阶段、校正阶段和平衡检查阶段的特征,并结合刚体准则,确立了框架结构非线性分析过程中单元节点恢复力计算的精确公式;同时采用改进塑性铰模型,构建了弹塑性梁单元并推导了弹塑... 从增量迭代的力学机制出发,详细分析了增量迭代计算中预测阶段、校正阶段和平衡检查阶段的特征,并结合刚体准则,确立了框架结构非线性分析过程中单元节点恢复力计算的精确公式;同时采用改进塑性铰模型,构建了弹塑性梁单元并推导了弹塑性刚度矩阵,建立起物理概念清晰、过程简洁的框架结构非线性分析方法。通过对典型案例的分析表明,采用刚体准则更新单元初始节点力,在不考虑结构几何刚度的情况下,仅使用弹性或弹塑性刚度就可以求解框架结构的非线性响应,唯一的牺牲是稍微增加数值计算中的迭代次数,证明所提方法具有很好的可靠性,是框架结构弹性刚度和弹塑性刚度在非线性和后屈曲分析中的极限应用。 展开更多
关键词 框架结构 几何非线性 材料非线性 刚体准则 改进塑性铰
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钢管混凝土柱-钢梁外加强环螺栓连接节点抗震性能有限元分析 被引量:5
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作者 丁发兴 罗开源 +2 位作者 吕飞 张威振 胡明文 《建筑科学与工程学报》 CAS 北大核心 2024年第4期10-19,共10页
为深入研究钢管混凝土柱-钢梁外加强环螺栓连接节点的抗震性能,建立了螺栓连接节点的精细化三维实体有限元模型。在对已有试验成果进行验证分析的基础上,研究加劲肋、螺栓连接数量对节点塑性耗能分配机制的影响。结果表明:当钢材本构后... 为深入研究钢管混凝土柱-钢梁外加强环螺栓连接节点的抗震性能,建立了螺栓连接节点的精细化三维实体有限元模型。在对已有试验成果进行验证分析的基础上,研究加劲肋、螺栓连接数量对节点塑性耗能分配机制的影响。结果表明:当钢材本构后期考虑韧性损伤后,有限元计算结果与已有拟静力试验结果更吻合;CFST-1节点(梁高300 mm,有螺栓垫板)耗能能力最优,但仅达到相应焊接节点的一半;与CFST-1节点相比,CFST-3节点(梁高300 mm,无螺栓垫板)及CFST-2节点(梁高250 mm,有螺栓垫板)的总耗能更低;各螺栓节点的塑性耗能分配机制主要依靠梁耗能,而相应的加强环焊接节点主要依靠梁与加强环耗能;当螺栓节点采用环板加劲肋、4排螺栓以及腹板加劲肋构造优化后,刚度、承载力、延性与相应焊接节点一致,总塑性耗能达到刚接节点的79.1%,基本达到刚接节点的抗震水平。 展开更多
关键词 梁柱节点 螺栓连接 抗震性能 塑性耗能分配机制 刚接节点
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钢筋混凝土薄壁空心高墩塑性铰长度计算方法 被引量:1
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作者 袁辉辉 程军 +3 位作者 蔡丁锡 吴庆雄 詹远辉 袁朝阳 《福州大学学报(自然科学版)》 CAS 北大核心 2024年第5期577-586,共10页
针对我国现行抗震设计规范尚未明确给出钢筋混凝土(RC)薄壁空心高墩塑性铰长度计算方法的问题,首先收集整理了既有RC桥墩塑性铰长度计算方法以及试验数据,分析影响塑性铰计算长度的主要因素;同时对实际桥梁工程采用的RC薄壁空心墩构造... 针对我国现行抗震设计规范尚未明确给出钢筋混凝土(RC)薄壁空心高墩塑性铰长度计算方法的问题,首先收集整理了既有RC桥墩塑性铰长度计算方法以及试验数据,分析影响塑性铰计算长度的主要因素;同时对实际桥梁工程采用的RC薄壁空心墩构造参数进行统计归纳.在验证有限元建模方法准确性后,采用ABAQUS软件建立了高度为40~120 m的8种典型RC薄壁空心高墩的精细化有限元模型,并开展非线性推覆分析,得到不同高度桥墩的等效塑性铰长度.最后讨论不同塑性铰长度计算方法的适用性,发现Eurocode 8规范的计算公式精度最高,可用于计算RC薄壁空心高墩的塑性铰长度. 展开更多
关键词 塑性铰长度 连续刚构桥 钢筋混凝土薄壁空心高墩 有限元分析
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钢锭镦粗冲孔的塑性成形仿真计算
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作者 苏芳 王勇 薛峰 《锻压技术》 CAS CSCD 北大核心 2024年第8期6-12,共7页
为了准确模拟重量为5×10^(4) kg的42CrMo钢锭的镦粗冲孔塑性成形过程,讨论了塑性变形的几何相似条件、力学相似条件和物理相似条件及摩擦条件在有限元成形仿真计算中的处理方式。总结出影响塑性成形仿真计算的主要因素为砧子速度... 为了准确模拟重量为5×10^(4) kg的42CrMo钢锭的镦粗冲孔塑性成形过程,讨论了塑性变形的几何相似条件、力学相似条件和物理相似条件及摩擦条件在有限元成形仿真计算中的处理方式。总结出影响塑性成形仿真计算的主要因素为砧子速度、材料自身特性、形变时间、温度及摩擦条件;提出了仿真42CrMo钢锭镦粗冲孔过程中合适的计算单元、材料特性参数、摩擦处理方式及热交换系数等,并使用现有的20 MN压机进行验证;然后分别模拟成形力为200、250和300 MN时一火成形的5×10^(4) kg钢锭镦粗冲孔成形过程,统计不同成形力下的镦粗冲孔仿真结果。结果显示了坯料成形状态与成形力及成形时间的相关性,为压机设计制造提供了技术支持。 展开更多
关键词 塑性成形 镦粗 冲孔 刚黏塑性有限单元 锻造温度
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城市大跨连续刚构桥抗震性能分析 被引量:1
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作者 徐扬 王冲 《天津建设科技》 2024年第6期41-44,共4页
为了实现对城市大跨连续刚构桥抗震性能的有效评估,以山西省阳泉市一座跨径组合为(63+115+63)m的连续刚构桥为工程背景,采用空间非线性动力时程分析方法,得出结构的弯矩和位移响应,并对该刚构桥桥墩进行抗震性能验算。结果表明,该刚构... 为了实现对城市大跨连续刚构桥抗震性能的有效评估,以山西省阳泉市一座跨径组合为(63+115+63)m的连续刚构桥为工程背景,采用空间非线性动力时程分析方法,得出结构的弯矩和位移响应,并对该刚构桥桥墩进行抗震性能验算。结果表明,该刚构桥桥墩在E2地震作用下,其墩顶位移和塑性铰抗剪均满足抗震规范要求,震后经抢修可恢复使用。 展开更多
关键词 连续刚构桥 时程分析 抗震性能 塑性铰
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