框支密肋壁板结构,frame-supported multi-ribbed slab structure
1)frame-supported multi-ribbed slab structure框支密肋壁板结构
1.Rational ratio of lateral stiffness forframe-supported multi-ribbed slab structure in transfer stories框支密肋壁板结构转换层刚度比的合理取值
2.Based on the former research results,the calculation measure for the wall beam offrame-supported multi-ribbed slab structure has been studied in this paper.结合课题组前期研究成果,对框支密肋壁板结构墙梁的计算方法进行研究。
英文短句/例句
1.Rational ratio of lateral stiffness for frame-supported multi-ribbed slab structure in transfer stories框支密肋壁板结构转换层刚度比的合理取值
2.Research on Load-Bearing Performance and Design Method of Frame-Supported Multi-Ribbed Wall Beam;框支密肋壁板结构墙梁受力性能及设计计算方法研究
3.Study on the Stiffness Ratio in Transfer Stories and the Seismic Design Method of Frame-supported Multi-ribbed Slab Structure;框支密肋壁板结构层间刚度比及抗震设计方法研究
4.Experimental study on seismic performance of frame-supported multi-ribbed continuous wall beam with opening带洞口框支密肋壁板结构连续墙梁抗震性能试验研究
5.Analysis of the Internal Force Coefficient of the Trimmer Beam of Single-Span Frame-Supported Multi-Ribbed Wall Beam with Opening单跨带洞框支密肋壁板结构墙梁中托梁内力系数分析
6.The Nonlinear Earthquake Response Analysis of Frame-Supported Multi-Ribbed Slab Structure and Damage Performance Based Seismic Evaluation Methods;框支密肋壁板结构非线性地震反应分析及基于损伤性能的抗震能力评估方法研究
7.Study on Dynamic Elastoplastic Response of Multi-ribbed Slab Structure;密肋壁板轻框结构弹塑性动力反应研究
8.Analysis and Research on Multi-ribbed Slab with Light Fram Structure s Non-linear Earthquake Response;密肋壁板轻框结构非线性地震反应分析与研究
9.Study on Application of High-rise Multi-ribbed Wall Plate Slab Lightweight Frame密肋壁板轻框结构体系小高层建筑应用研究
10.The Research of Bearing Capacity and Influencing Factors on Multi-ribbed Slab with Light Frame Structure密肋壁板轻框结构体系承载力及影响因素的研究
11.Calculation model and Pushover analysis for a multi-ribbed slab structure密肋壁板结构计算模型及Pushover分析
parative analysis of simplified computation models of a multi-ribbed slab structure密肋壁板结构简化计算模型对比分析
13.Research on Load-Bearing Performance and Design Method of Multi-ribbed Composite Wall in Moderate-high Storied Multi-ribbed Slab Structure;中高层密肋壁板结构密肋复合墙体受力性能及设计方法研究
14.Study on the Two-parameter Earthquake Damage Model of Multi-ribbed Composite Wall and Every Floor of Multi-ribbed Slab Structure;密肋复合墙体及密肋壁板结构层的双参数地震损伤模型研究
15.Research on Life-circle Quality Control and Building Technology of Multi-ribbed Wall Panel Structures;密肋壁板结构全寿命质量控制与建造技术研究
16.Research on Computational Theory and Design Method of Moderate High-rise Multi-ribbed Slab Structure;中高层密肋壁板结构计算理论及设计方法研究
17.Cost Optimization Design Method of Multi-storied Multi-ribbed Slab Structure;多层密肋壁板结构造价优化设计方法研究
18.Parameter Identification and Dynamic Compound Inverse Analysis of Multi-ribbed Slab Structure;密肋壁板结构参数识别及动力复合反演分析
相关短句/例句
frame-supported multi-ribbed wall beam框支密肋壁板结构墙梁
1.Research on Load-Bearing Performance and Design Method of Frame-Supported Multi-Ribbed Wall Beam;框支密肋壁板结构墙梁受力性能及设计计算方法研究
2.Considering the factors of height-to-span ratio of the trimmer beam,height-to-span ratio of the wall and height-to-length ratio of the bottom frame column section,the orthogonal design of one-spanframe-supported multi-ribbed wall beam without opening was done and the internal forces of the trimmer beam were calculated with the finite element method.考虑托梁高跨比、墙体高跨比、底部框架柱的截面高度与其长度之比诸因素,采用正交试验设计,通过对单跨无洞框支密肋壁板结构墙梁有限元计算结果的直观分析和方差分析,对其托梁内力的影响因素进行了显著性分析,并在此基础上利用回归分析得到了考虑墙梁组合作用的托梁内力系数。
3.Considering the factors of height-to-span ratio of the trimmer beam,height-to-span ratio of the wall,section height-to-length ratio of the bottom frame column and the position of the opening in the wall,the orthogonal design of single-spanframe-supported multi-ribbed wall beam with opening is done and the influence of the opening on the internal force of the trimmer beam is analyzed.考虑托梁高跨比、墙体高跨比、底部框架柱的截面高度与其长度之比、墙体洞口位置诸因素,采用正交试件设计,对单跨带洞框支密肋壁板结构墙梁中洞口对托梁内力的影响进行了分析,进而通过回归分析得到了单跨带洞框支密肋壁板结构墙梁考虑墙梁组合作用的托梁内力系数。
3)structure of multi-rib panel密肋壁板框架结构
4)Multi-ribbed Slab with Light Fram Structure密肋壁板轻框结构
1.Analysis and Research onMulti-ribbed Slab with Light Fram Structure s Non-linear Earthquake Response;密肋壁板轻框结构非线性地震反应分析与研究
5)the AHP-Fuzzy evalution method密肋壁板轻框结构体
6)multi-ribbed panel structure密肋壁板结构
延伸阅读
板框组件分子式：CAS号：性质：也称平板式膜组件。由平板式膜和支撑板组成的膜分离单元设备。支撑板的两侧表面有窄缝，其内腔有供透过液流通的通道，支撑板的表面与膜相贴，对膜起支撑作用，有的组件还设有导流板，对料液起导流作用。板框组件分为系紧螺栓式、耐压容器式等几种。由许多相同的板框组件组装在一起构成板框式膜器。
