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
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-span frame-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。
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-span frame-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。
Based on application of three-dimensional shell elements to simulate thin-walled hydraulic structure,generalized displacement method was presented,and the related calculating formulas were derived,and an effective way to simulate the interaction of thin-walled structure and foundation soil reasonably was provided as well.
提出了基于三维薄壳单元模拟水工薄壁结构的的广义位移,推导了相应的计算公式,为合理模拟薄壁结构与土相互作用提供了一种行之有效的方法。
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
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
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
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
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
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
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
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
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
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
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
Test Study and Mechanical Analysis on Frame-supported Multi-ribbed Composite Wall Beam;
框支密肋复合墙梁试验研究及受力机理分析
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
Test Study of Asesmic Property on Frame-supported Multi-ribbed Composite Wall Constructure with Commodious Space at the Bottom;
底部大空间框支密肋复合墙结构抗震性能试验研究
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
Comparative 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
Analysis on Internal Force and Design Method of Frame-Supported Multi-Ribbed Wall Beam under Vertical Load;
竖向荷载作用下框支密肋复合墙梁内力分析及设计计算方法研究
Test Study on Frame-supported Multi-ribbed Wall Beam and Mechanical Analysis under Vertical Force;
框支密肋复合墙梁试验研究及竖向荷载作用下的受力性能分析
