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1)  frame-supported multi-ribbed composite wall beam
框支密肋复合墙梁
2)  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。
3)  frame-multi-ribbed composite wall structure
框架-密肋复合墙结构
1.
Research on frame-multi-ribbed composite wall structure new system
框架-密肋复合墙结构新体系研究
4)  multi-ribbed composite wall
密肋复合墙
1.
Research on frame-multi-ribbed composite wall structure new system
框架-密肋复合墙结构新体系研究
2.
The multi-ribbed composite wall structure have many advantages such as lightweight and high strength , good thermodynamic performance,easy construction and lower in cost.
密肋复合墙节能结构住宅体系具有生态节能、分灾减震、施工简便、造价低廉等显著优点,适用于多层和中高层建筑。
3.
Through the BP Network, a prediction model of bending behavior be made and do researches on optimization design of Multi-ribbed Composite Wall.
密肋复合墙结构的开发顺应了我国可持续发展战略,是一种自重轻、抗震性能好、施工速度快、节能效果佳、经济实用的建筑结构新体系,具有广阔的发展前景。
5)  steel concrete frame column multi-ribbed composite wall
型钢混凝土边框柱密肋复合墙体
6)  multi-ribbed composite wall
密肋复合墙体
1.
The elastio-plastic analysis macro model of multi-ribbed composite wall;
密肋复合墙体的弹塑性分析宏模型
2.
Calculation on ultimate bearing capacity of multi-ribbed composite walls infilled with blocks;
内填砌体的密肋复合墙体极限承载力计算
3.
Calculation model and capacity method of multi-ribbed composite wall structure under transverse loads;
横向荷载作用下密肋复合墙体计算模型及承载力计算方法研究
补充资料:梁师闵《芦汀密雪图》卷
      中国北宋画家梁师闵的存世代表作。梁师闵 (11世纪 )字循德,京师(今河南开封)人,官至左武大夫忠州刺史,提点西京崇福宫。能诗工画,善绘江湖小景,花竹翎毛。此图绢本,设色,纵26.5厘米,横 145.8厘米。绘南方江湖水景。在严冬封雪的芦苇水塘中, 有鸳鸯、水鸟嬉玩、栖息其间。虚旷的湖面、寒寂的汀渚、枯黄的苇草,点缀嬉戏的禽鸟,使雪天充满生气和诗意。洗练细润的笔墨,也增添了画面的抒情意趣。
  
  
    本幅自署"芦汀密雪。臣梁师闵画"。前隔水宋徽宗题"梁师闵芦汀密雪",后纸元代赵伇、明代朱元璋2 家题跋。钤"宣和"、"政和"、"大观"、"皇姊图书"等鉴藏印27方。《宣和画谱》、《石渠宝笈·初编》、《诸家藏画簿》等著录。现藏故宫博物院。
  

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