因此，索杆膜协同荷载分析是有必要的，能较真实反应结构承载性能。
Therefore, the loading cooperative analysis of the Cable-Strut-Membrane structure is necessary, and it can relatively truly response the mechanical performance of structure.
对于线性荷载作用下外简支环板，引入统一强度理论，进行了极限荷载分析。
For simply supported annular plate under linear load, the limit load analysis was investigated by applying unified strength theory.
脉动压力随机荷载分析。 解决脉压振动数值分析计算所需的脉动压力问题。
Pulsating pressure of water analysis for the needing of load in vibration response analysis.
因此，张拉整体膜结构的协同荷载分析是必要的，较能真实地反映结构的承载性能。
Therefore, the cooperative loading analysis of the Tensile Membrane Structure is necessary, and it can relatively truly response the mechanical performance of structure.
对该桁架结构的选型、荷载分析、力学分析、节点分析及工程实现等方面进行了分析。
The truss structure scheme choice, load analysis and mechanical analysis, joint analysis and implementation are introduced.
波浪荷载是水工建筑物重要的环境荷载，进行波浪荷载分析研究具有较高的学术意义和实用价值。
Wave load is the important environmental one on hydraulic structure. The study of analysis for wave load has very important science meaning and practical value.
索膜结构是一种全新的建筑结构形式，其设计理论主要包括找形分析、荷载分析和裁剪分析三方面。
The theory of its design mainly includes three aspects: shape-finding analysis, load analysis and patterning analysis.
本文结合工程实际，在拱坝有限元应力分析方法与强度设计准则、多轴应力强度安全计算、拱坝极限荷载分析理论和方法等方面开展研究。
In this thesis, the FEM stress analysis and strength design criteria, multi-axes strength theory and computation, limit load analysis method of arch DAMS are concerned.
采用实测轮胎荷载建立有限元模型，分析了满足长寿命路面要求的沥青路面结构组合。
Finite Element model was developed with actual tyre loads to analyze asphalt pavement structural combinations meeting the standards of perpetual pavement.
该常量荷载分量在推覆分析全过程中保持不变。
The Constant Load components remain unchanged throughout the entire pushover analysis procedure.
研究并提出了带缝混凝土坝运行期的馈控运行荷载的方法，推导了其计算控制荷载的公式，研制了相应的分析程序。
This paper studies and puts forward the feedback analysis method of operation and control loads of the dam with slot during operation period and derives its calculation control load formula.
本文以桥梁仿真分析技术为主线，以整治效果为目标，以荷载试验和长期观测为检验手段，建立了既有钢桥裂纹安全检测评估系统。
Based upon finite element simulation analysis, load tests and long-term observation, a detection and evaluation system for old steel bridge safety was developed in this thesis.
基于对智能层合板结构的模态分析，提出由结构的压电模态响应反演瞬态荷载时间历程的有限元方法。
Based on modal analysis to piezoelectric smart laminated plates, a finite inverse algorithm of the time history about impact loads by piezoelectric modal respondence is presented.
基于对智能层合板结构的模态分析，提出由结构的压电模态响应反演瞬态荷载时间历程的有限元方法。
Based on modal analysis of piezoelectric smart laminated plates, an FEM based inverse algorithm of the time history of impact loads by piezoelectric modal respondence is presented.
分析了基于能量法的结构稳定临界荷载计算的各种方法。
Analyzing all kinds of the calculating methods for critical load of the structure stability by using the energy method.
为判断半刚性基层振动压实能否造成下承层的早期破坏，对半刚性基层在移动—振动压实荷载作用下的下承层动态应力响应进行分析。
The dynamic stress response of the lower course by moving-vibrating compaction on semi-rigid base was analyzed to judge whether it caused early wreckage to the lower course.
正确分析风荷载对结构的动力作用是设计既经济又安全结构的重要保障。
Proper analysis of wind-force's dynamic effect on structures ensures economy and safety in designing structures.
施工过程中的安全分析与控制要求对施工活荷载有较准确的估计。
Safety analysis and control during construction require better estimation of live loads.
本文提出了考虑地震荷载和结构抗力的模糊性的情况下，结构可靠性的分析方法。
The structural reliability analysis taking account of fuzziness in both earthquake loads and structural resistances is advanced in this paper.
结果表明，移动荷载作用下柔性路面的动力响应分析方法结果正确，计算简单，便于应用。
The results show that the method to analyze the dynamic response in the flexible pavement under moving load presented in this paper is correct, simple and convenient for application.
结果表明：在实际计算中，可以将静载乘以某一“放大系数”作为计算荷载进行拟静力分析。
The results show that the dynamic stability analysis can be replaced by quasi-static method with the static load multiplying an amplification factor in calculation.
对混凝土碳化和结构荷载的影响因素进行分析。
The influence factors of carbonization of concrete and structural load are analyzed.
该法可以对在弯矩、剪力和轴力共同作用下的钢筋混凝土梁截面进行较为准确的荷载-变形反应全过程分析。
This method can be used to analyze accurately the complete load-deformation response of RC beams loaded in combined shear, moment, and axial load.
进而对影响分布荷载推力桩承载能力的诸多因素进行了分析。
Then the factors which may influence the bearing capacity of the laterally loaded pile under horizontal distribution load are analyzed.
本文基于埋设有测试元件的嵌岩桩原位试验，分析了在桩顶荷载作用下，嵌岩桩的桩侧阻力、桩端阻力的特征。
Based on the in-situ testing of rock-socked pile embedded with test components, the characteristics of the point resistance and skin resistance are studied in this paper.
本文还对烟囱竖向地震荷载进行了分析，给出了竖向地震荷载的近似计算公式。
The analysis of vertical seismic load of chimney is carried out and the approximate formulas for vertical seismic loads are also suggested in this paper.
本文还对烟囱竖向地震荷载进行了分析，给出了竖向地震荷载的近似计算公式。
The analysis of vertical seismic load of chimney is carried out and the approximate formulas for vertical seismic loads are also suggested in this paper.
应用推荐