1) aseisinic calculation
框支托墙梁计算
2) frame-supported wall-beam
框支墙梁
1.
A three-dimensional finite element dynamical analysis model of a frame-supported wall-beam is established by the finite element procedure.
以框支墙梁为研究对象,利用大型通用有限元程序,建立了其三维有限元动力计算模型。
3) normal law/frame-supported continuous masonry wall
正交设计/框支连续墙梁
4) frame-bear continue girder
框支连续墙梁
1.
Based on the shock-resistant characteristics of under-frame-shear-wall masonry building,the paper presents some recommendations about proper numerical measure and arrangement of shock-resistant wall,the design of shock-resistant wall and frame-bear continue girder,which can be referred to in structure design.
根据底部框剪砌体房屋抗震特点,对底部框剪砌体房屋抗震墙的合理数量与布置、抗震墙的设计、框支连续墙梁的设计提出一些建议,以供设计时参考。
5) finite element method/frame-supporied continuous masonry wall
有限元法/框支连续墙梁
6) 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-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。
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-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。
补充资料:支托
1.亦作"支托"。 2.支吾推托。
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
参考词条