| 1. | The influence of side - crack on the elastic deflection of eccentric rectangular column
边裂纹对矩形截面偏心柱弹性挠度的影响规律 |
| 2. | A rectangular column with a capital and base , set into a wall as an ornamental motif
壁柱，半露柱有柱顶和底座的长方形柱子，作为装饰图案置入墙内 |
| 3. | Structural use of concrete - design charts for singly reinforced beams , doubly reinforced beams and rectangular columns
混凝土的结构使用.第3部分:单配钢筋梁双配钢筋梁和矩形柱设计图 |
| 4. | This paper investigated the geological and geophysical meanings of fractals of aeromagnetic anomalies based on forward modeling on erect magnetized rectangular column model
摘要通过对垂直磁化直立矩形柱体模型的理论分析和推导，建立了模型并进行了正演模拟计算，分析了磁异常分形的地质地球物理意义。 |
| 5. | 3 analysis on axial compression ratio of l , t and + - shaped columns is undertaken . it indicates that for l and t - shaped columns , axial compression ration is very low when web is in compression , but for + - shaped columns , axial compression ratio approaches to that of rectangular columns
3对l 、 t 、十形柱轴压比限值进行计算分析，指出l 、 t形柱当腹板受压时轴压比限值很低，十形柱轴压比限值同矩形柱相差不多。 |
| 6. | The special - shaped column frame structure , as a new structure system , internal force and displacement are different from that of the rectangular column structure . based on the behavior of special - shaped column , this dissertation deduce story lateral stiffness and element stiffness
异形柱框架结构作为一种新型结构体系，要对其进行准确的内力及位移分析，关键在于建立合适的力学模型，及其在该模型下的结构刚度问题。 |
| 7. | The process include three aspects : ( 1 ) from " story shear model " , the story lateral stiffness is deduced , and compared with the rectangular column frame structure . ( 2 ) from " space beam element model " , element stiffness matrix is deduced , and compared with the rectangular column element . ( 3 ) based on the element stifmess matrix , the program of internal force and displacement analysis is workouted
本文结合异形截面杆的受力性能，按“层模型” ，对其抗侧移刚度进行了理论研究；按“杆系模型” ，分析了异形截面杆的单元刚度矩阵，并在此基础上，编制了异形柱结构内力分析的有限元程序。 |
