截面刚度的英文

• rigidity of section
• rigidly supported continous girder

• "截面"英文翻译    section; cross section; cros ...
• "刚度"英文翻译    rigidity; stiffness; inflexi ...
• "路面刚度" 英文翻译 :    pavement stiffness
• "截面剪变刚度" 英文翻译 :    shearing rigidity of section; shearing stiffness of member
• "截面拉伸(压缩)刚度" 英文翻译 :    tensile(compressive) rigidity of section
• "截面拉伸刚度" 英文翻译 :    tensile rigidity of section
• "截面扭转刚度" 英文翻译 :    torsional rigidity of section; torsional stiffness of member
• "截面翘曲刚度" 英文翻译 :    warping rigidity of section; water retentivity of mortar
• "截面弯曲刚度" 英文翻译 :    flexural rigidity of section; flexural stiffness of member
• "刚度" 英文翻译 :    [物理学] rigidity; stiffness; inflexibility; severity
• "表面刚性" 英文翻译 :    surface rigidity
• "挂面刚出锅" 英文翻译 :    isu chem
• "平面刚架" 英文翻译 :    plane rigid frame
• "截面" 英文翻译 :    [数学] [物理学] section; cross section; crossover; scarf; scarph 截面图 sectional drawing; 横截面 cross section; 正截面 normal section; 截面分析 cross-section analysis
• "板刚度" 英文翻译 :    panel stiffness
• "比刚度" 英文翻译 :    modulus-to-density ratio; specific stiffness
• "磁刚度" 英文翻译 :    magnetic rigidity
• "动刚度" 英文翻译 :    dynamic stiffnesss of the moving element suspension
• "负刚度" 英文翻译 :    negative rigidity; negative stiffness
• "刚度；劲度" 英文翻译 :    stiffness
• "刚度比" 英文翻译 :    ratio of rigidity; stiffness ratio
• "刚度法" 英文翻译 :    stiffne method; stiffness method
• "刚度计" 英文翻译 :    rigidimeter
• "刚度项" 英文翻译 :    stiffne term; stiffness term
• "角刚度" 英文翻译 :    angular rigidity; angular stiffness

• Stiffness simulation of elastic - plastic of beam - column with varying section
  弹塑性梁柱变截面刚度的模拟
• Rigidity of section
  截面刚度19
• The warping is found in terms of the 1 - d strains via the variational - asymptotical method ( vam ) and then cross - sectional stiffness for a gpr blade with arbitrary geometry and material property can be obtained
  根据1维应变，用变分渐近方法建立翘曲位移，然后可以得到具有任意几何形状和材料特性的玻璃钢叶片的横截面刚度。
• However , with thefurther application of the composite steel - concrete continuous beams , some problemsare becoming more and more distinct , like cracking of concrete in the negativemoment region leading to lower section stiffness
  而随着钢?混凝土连续组合梁的进一步应用,其负弯矩区的混凝土受拉开裂,导致负弯矩区截面刚度降低,影响结构的使用功能的问题越来越突出。
• As there are many factors that affect the stiffness of the concrete beam . and some less important factors are omitted . some load assumptions are used and through suitable simplification , that make the section stiffness only has the relation with section stiffness an d reinforcement rate
  由于影响混凝土梁刚度的因素较多，略去一些次要因素，主要在荷载上做了一些假定，经过适当的简化，使截面刚度仅与梁的毛截面刚度和配筋率有关。
• To meet the demands for large space and flexible compartmentation of buildings , laminated vierendeel trusses are adopted in high - position transfer story structures . first the bearing characteristics are analyzed , in which reasonable stiffness ratio of the upper chord , middle chord , and lower chord is derived . then combined with an actual engineering model ( 1 8 similar ratio ) , the static loading and pseudo - dynamic tests of two models for laminated vierendeel truss used in transfer story structures are conducted , in which one model adopts reinforced concrete , and the other adopts prestressed concrete and shape steel concrete . seismic behaviors are analyzed , including inter - story displacement , base shear - displacement skeleton curves , and equivalent viscosity - damping curves . a program is programmed to carry out the elasto - plastic dynamic analysis , and displacement time - history curves of the two models are derived . the test and analysis results show that the laminated vierendeel truss with prestressed concrete and shape steel concrete has excellent seismic behaviors . it can solve the disadvantages of laminated vierendeel trusses used in transfer story structures . finally , some design suggestions are put forward , which can be referenced by similar engineering
  为满足建筑物大空间和灵活隔断要求,在高位转换层结构中采用迭层空腹桁架结构.首先分析了其受力性能,得出了空腹桁架各构件合理的截面刚度以及布局形式.然后结合一实际工程,进行了两榀迭层空腹桁架转换结构模型( 1 : 8相似比)的竖向荷载下静力试验以及拟动力试验.其中一榀为普通混凝土迭层空腹桁架,另一榀配置了预应力和钢骨混凝土,对比分析了两模型的层间位移比、骨架曲线以及等效粘质阻力系数等抗震性能的比较,并进行了弹塑性动力分析.试验和分析结果表明,配置预应力和型钢混凝土的迭层空腹桁架转换结构具有良好的抗震性能,可以成功地解决迭层空腹桁架作为转换层结构所产生的弊端问题,最后对这类转换层结构提出了相应的设计建议
• Elastic theory and plastic theory are adopted in the analysis of the two section composite beam . elastic theory suggests , on the condition of the same steel beam section size , the composite beam for the floorslab is suited lower flanges convertion section stiffness cuts down by 75 . 1 % , elastic limit bending resistant capability cuts down by 47 . 9 % , than the composite beam for the floorslab is suited on the top flange . it s conversion section stiffness is lifted 8 . 0 % , elastic limit bending resistant capability is lifted 0 . 20 % , than the steel beam
  弹性理论分析的结果表明，在钢梁截面大小相同的条件下，楼板位于钢梁下翼缘的组合梁和楼板位于钢梁上翼缘的组合梁相比，其换算截面刚度降低75 . 1 ，梁的弹性极限抗弯承载力降低47 . 9 ，楼板位于钢梁下翼缘的组合梁和纯钢梁相比，其换算截面刚度提高8 . 0 ，梁的弹性极限抗弯承载力提高0 . 2 。
• Thirdly , for the sake of convenience for calculating the section stiffness of prestressed concrete tower drum , this paper interprets the relationship between the stiffness dropping - coefficient of prestressed concrete tower drum cross and prestress degree . based on the cross stiffness coefficient under different prestress , a brief method for calculating the stiffness dropping - coefficient is presented in this paper
  第三，为了便于预应力混凝土塔筒截面刚度的计算，本文对塔筒截面刚度降低系数与截面预应力度的关系进行了研究，并根据不同预应力度下的截面刚度降低系数，归纳总结出一种简单的刚度降低系数计算方法。
• In the end , the author used fem to analyze the short - period stiffness after rc cellular slab cracking , and presented recommended formulation in respect of short - period stiffness . moreover , with regard to the features of bi - direction cellular slab , the author brought forward the equivalent cross - section stiffness model to calculate the ultimate load - carrying capacity of variable cross - section slab as well as the related reinforcement suggestions and conformation methods
  最后本文利用有限元分析了钢筋混凝土空腹板在开裂后的短期刚度，并给出计算其短期刚度的建议公式；另外针对双向空腹板的特点，本文提出了对这种变截面板进行承载力计算的“等效截面刚度法”模型，并给出了相关的配筋建议及构造措施。