刚性模型的英文

• rigid model

• "刚性"英文翻译    rigidity; stiffness; inflexi ...
• "模型"英文翻译    model; pattern
• "半刚性模型" 英文翻译 :    semi-rigid model
• "刚性模量；刚性模数" 英文翻译 :    modulus of rigidity
• "modulus刚性模数" 英文翻译 :    modulus of rigidity; rigidity of
• "刚性模量" 英文翻译 :    modulus of rigidity; rigidity modulus; shearing modulus
• "刚性模数" 英文翻译 :    module of rigidity; modulus of rigidity; rigidity modulus; shear modulus; shearing modulus; sher modulus
• "刚性模数,刚性系数" 英文翻译 :    modulus of rigidity
• "超弹性模型" 英文翻译 :    hyperelastic model
• "脆性模型" 英文翻译 :    brittle model
• "弹塑性模型" 英文翻译 :    elastic-plastic model; elastoplastic model
• "弹性模型" 英文翻译 :    elastic model
• "定性模型" 英文翻译 :    qualitative model; qualutative model
• "毒性模型" 英文翻译 :    toxic model
• "多属性模型" 英文翻译 :    multi-attribute model
• "二重性模型" 英文翻译 :    dual model
• "非线性模型" 英文翻译 :    nonlinear model
• "封闭性模型" 英文翻译 :    closed model
• "刚塑性模型" 英文翻译 :    rigid plastic model
• "惯性模型" 英文翻译 :    inertial model
• "光弹性模型" 英文翻译 :    photoelastic model
• "光性模型" 英文翻译 :    photoelastic model test
• "季节性模型" 英文翻译 :    seasonal model
• "加性模型" 英文翻译 :    additive model
• "精密性模型" 英文翻译 :    elaboration model

• Therefore a complete rigid model is then presented in this paper , along with its theoretical limitation and suitable application terms
  笔者导出的完整刚性数学模型，弥补了简化模型的不足，同时指出了刚性模型的理论缺陷和适用条件。
• In this paper we do the rigidity model wind tunnel test in the arch & sci academe in guangdong provience to get some datas to apply on the design of the space truss
  在广东省建筑科学研究院的风洞中使用大试验段进行紊流流场模拟试验，进行刚性模型的风洞试验。
• Based on the data of wind pressure gotten from the wind tunnel test on rigid model , the mean wind pressures and fluctuating wind pressures on the long - span combined structure are studied
  根据杭州大剧院刚性模型风洞试验的风压数据，对大跨椭球面屋盖和圆锥面幕墙表面平均风压和脉动风压进行了研究。
• Based on wind tunnel tests , wind pressure distributions on cylindrical shells with different aspect ratios were measured simultaneously in wind tunnel with rigid models under different terrain types and attack angles
  摘要基于刚性模型的风洞试验，在不同风攻角及场地条件下，对考虑不同长跨比的柱面壳体表面风压分布进行了同步测量。
• This text studied the mutually interference influences to the aerodynamic force of irregular shape base on analysis using wind force and wind pressure data of super high buildings model obtained by wind tunnel tests , and provided reference to designer and expurgator on building code
  本文以超高层建筑刚性模型的高频天平测力风洞试验数据和表面测压风洞试验数据为依据,研究了复杂外形建筑的风力和高层建筑相互干扰对风力影响,供设计者及规范修订时参考。
• Mean shape factor and rms shape factor distributed on the roof of the structure with b exposure are measured . based on using of a multi - point high - speed pressure scanning system on rigid model , wind - induced dynamic responses are discussed by the method of power spectrum analysis
  分析了在b类地貌类型下风荷载的分布特性，并根据刚性模型同步测压技术以及屋盖结构风致响应的谱分析方法，分析讨论了结构动态响应，并讨论了结构前几阶模态对系统响应贡献。
• Based on wind tunnel test and theoretical analysis , the vibration mechanism , vibration shape , dynamic response and equivalent wind load factor of the long - span grid roof of taizhou stadium subjected to wind excitation are analyzed systematically in this dissertation , and some valuable results are obtained . in the matter of wind tunnel tests , the distribution rules of roof under various wind directions are obtained through the data got from the wind tunnel tests for rigid model of long - span grid roof of taizhou stadium
  在风洞试验方面，通过对台州体育中心屋盖刚性模型在模拟大气边界层风洞中进行的不同风向角下的风洞试验所得数据的研究，获得了结构在各种情况下的屋面风压分布规律，并且绘制了台州体育中心屋盖在各个风向角下的屋盖平均风压系数和脉动风压系数分布等值线图。
• Furthermore , the isoline maps of mean wind pressure coefficients and rms wind pressure coefficients of the structure under various wind directions are plotted . in the matter of theoretical analysis , modeling with finite element method , using the local mean wind pressure coefficients and time history of fluctuating pressures determined in wind tunnel , the wind - induced dynamic responses for long - span grid roof structures are calculated in frequency domain and time domain separately
  在理论分析方面，建立合理的有限元模型，利用刚性模型风洞试验获得的各种不同情况下屋面各节点的平均风压系数和脉动风压时程，在频域内和时域内进行了大跨网架屋盖结构的风振响应分析。
• Abstract : this paper makes an analysis of natural frequency about the 3 - d plie groups - plie cap - pier . its computation pattern not only gives an analysis to the 3 - d pile groups - pile cap - pier as a whole , but also considers the internal mutual actions between piles and soil , what " s more , it simplifies the rigid model of pile cap in the dynamic analysis , providing basis for the study of the aseismic safety analysis to the whole bridge
  文摘:提出了三维群桩-承台-墩的一种自振特性分析方法，其计算模型不但将群桩-承台-墩作为三维的整体结构来分析，而且考虑了桩-土的相互作用，同时简化了动力分析中承台的刚性模型，为全桥结构的整体抗震安全性研究打下了基础。