Draw some valuable conclusions for the short shear wall structure provides the basis for the design. 得出一些有价值的结论,为短肢剪力墙结构的设计提供了依据。
The structure in the south of Gaizhoutan is interpreted by using shear structure association theory, thus found the shear anticline structure in this area. 应用扭动构造组合特征理论,对盖洲滩南部地区构造进行解释。
In shear wall structure and frame-shear wall structure the percentages are very close, they are all32%. 剪力墙和框架一剪力墙结构相差不多,均为32%左右。
Based on the theory of stochastic finite element, the structural parameters of frame shear structure including stiffness and mass and damping are simulated to be stochastic variables. 以随机有限元理论为基础,将框剪结构的刚度、质量、阻尼等结构参数为随机变量。
The Elastic-Plastic Stress Analysis of Short-Leg Shear Walls Structure and Related Component 短肢剪力墙结构及其构件弹塑性受力性能分析
An optimization design method for shear wall structure with energy dissipation devices is put forward. 提出了一种消能减震剪力墙结构最优阻尼比的设计方法。
The frame-supported short-leg shear wall structure is a combination of short leg shear-wall and frame-supported shear wall. 试验重点研究了框支短肢剪力墙结构的延性、耗能性、刚度衰减特征,结构的屈服机制和破坏机制。
The production and construction of compound concrete shear wall structure 复合混凝土剪力墙结构的生产和施工
Evaluation method of seismic performance of frame-supported shear wall structure based on probability and displacement 基于概率和位移的框支剪力墙结构抗震性能评估方法
The heat preservation performance of the compounding shear wall structure was compared with other structures through numerical simulation. 首先确定了保温墙模的材料组成、尺寸规格及构造,对其物理力学性能进行试验研究。
The structural analysis, construction measurement and construction method of frame shear wall structure modification are elaborated. 阐述了框架&剪力墙结构改造中的结构分析、构造措施以及施工方法。
The global optimal design for the control system of frame shear structure with tendon control devices installed on the structure is conducted for the control systems. 应用本文的方法对剪切模型框架结构上安装的锚索控制器进行了控制器的总体优化设计。
Based on the seismic analysis of the frame shear structure, the general seismic design principle is presented, and some methods that improve seismic characteristic of the frame-shear structure are proposed. 通过对框剪结构的受力分析,提出了抗震概念设计的一般原则,并针对框剪结构提出了诸多改善抗震性能的措施和设计方法。
The new form erecting technology and material applying to large area multistory shear structure is elaborated, Thus project quality can be guaranteed, And project cost wil be reduced. 多层大面积剪力结构采用新的支模技术和材料,保证了工程质量,降低了工程成本。
The change of structure stems from the crystallographic shear structure; 晶体剪切构造引起的构造变化;
The model shows that the shear structure has significant effcets on the turbulent diffusion of the 2-D meridian flow field. Therefore, the 3-D flow shear structure must be considered in the meridian flow field calculation in practical use. 模型表明,在多级轴流压气机子午流场计算中,必须计入实际流场三维剪切结构对子午流场的湍流扩散作用。
Within the block, 4 kinds of structural transformation modes were formed: thrust nappe structure, secondary shear structure, shear and flaser structure, and arc extrusion structure, thus reaching a transformation balance between active structures with different directions and different features. 在块体内部形成了挤压推覆构造、次级剪切构造、剪切压扁构造和弧形挤出构造等四种典型的构造转换方式,实现不同方向与不同性质活动构造之间的转换平衡。
By combining J · C method with Wilson-θ method, this peper presents a new method for calculating the reliability index of multi-storey shear structure under strong earthquake based on double damage criterion that is the first time overstep failure and the cumulative damage. 以结构抗震分析的时程分析方法以及结构可靠度分析的J·C方法为基础,给出了多层剪切型结构基于双参数(变形与耗能)破坏准则的抗震可靠指标的计算方法。
Study on Dynamic Characteristics of the Shear Structure with Suspended Structures 剪切型悬挂结构动力特性的研究
The Riedel Shear Structure Mode Concerning the Shearing Failure of Rocks 岩石剪切破裂中的RiedelShear构造模式
By solving recurrence equation of stochastic finite element, the duration curve of mean value and standard deviation of seismic response can be obtained for every floor of frame shear structure. 通过求解随机有限元的递推方程,得到框剪结构各层的地震动力响应均值和标准差历时曲线。
Turkey has various types of active structures: in the east is compressive and shear structure; 土耳其活动构造类型丰富:东部发育压性或压扭性构造;
Macroscopical ductile shear structure and micro-deformation is evident. 岩石变形较强,韧性剪切宏观构造明显,显微变形发育。
The Anti-earthquake Design of Commercial Building with Two Bottom Stories of Frame-shear Structure 底部两层框&剪结构商住楼的抗震设计
The master frame is characteristic of shear structure deformation and the master support features bending cantilever bar deformation. 总框架具有剪切结构的变形特征,总支撑则具有弯曲悬臂杆的变形特征。
An analysis is thus given to the effects of independent variation and simultaneous variation of structural parameters on the seismic dynamic response of frame shear structure. 分析结构参数单独变异,以及同时变异对框剪结构地震响应的影响。
The result of the analysis shows that consideration of stairs in calculating greatly affects the natural period, stiffness distributing and internal forces of members in frame structure. The effect becomes light in frame shear structure and can be ignored in shear wall structure. 结果表明,计入楼梯踏步板对框架结构的自振周期、刚度分布及构件内力影响较大,对框剪结构有一定影响,对剪力墙结构影响不大。
The kinematics analysis of shear structure mainly includes the running track 、 velocity and acceleration of flying shear cut edge. 剪切机构的运动学分析,主要包括飞剪剪刃的运行轨迹、速度以及加速度的计算。
The ore-controlling faults make up the grid-like shear structure system. The major faults and secondary faults control the concentration of ore body together, showing the feature of concentration in different section. 控矿断裂组成似网格状的剪切断裂系统,主要断裂和次级断裂共同控制矿体的富集,呈分段富集的特征。