| 1. | The all-welded, a-frame pylon straddles the deck .
全焊接的A形框架式的塔柱与桥面叉开。 |
| 2. | The portal frames are joined at the top by a cross member .
在门形框架顶部使用一个横撑相连。 |
| 3. | The all - welded , a - frame pylon straddles the deck
全焊接的a形框架式的塔柱与桥面叉开。 |
| 4. | Dynamic response analysis of structure using wavelet transform
用小波变换求解门形框架动力响应 |
| 5. | Locks - mortise locks - part 2 : mortise locks for tube frame doors
锁.榫接锁.第2部分:管形框架门用榫接锁 |
| 6. | Box frame construction
箱形框架结构 |
| 7. | Although i originally planned formation frameworks with assumption 1 in mind , i now believe assumption 2 to be most likely . i ' ll try to explain why
尽管原来我是用假设1来规划我的阵形框架，但是现在我相信假设2才是最可能的，下面是为什么。 |
| 8. | Short - limbed wall ( slw ) is defined as the shear wall with a ratio of section depth to width ( rdw ) being 5 - 8 . usually , the section width is 200 - 250 mm , and the depth is between 1 000 and 2 500 mm
短肢剪力墙是指墙肢截面高度与厚度之比为5 8的抗震墙，通常墙厚不小于200mm ，肢长在1000 2500mm之间，它介乎于异形框架柱和一般剪力墙之间。 |
| 9. | According to eigenvalue equation ( general formula ) of the energy method of the plane steel frame structure stability , and considering the restriction of the end of the column of the main steel frame and function of deflection curve gained from the differential balance equation general resolution , we get the equation for calculating the length coefficient of the main frame structure stability of the steel arch gate and the resolutions are also given
根据平面刚架稳定性能量法特征值方程(通式) ，考虑弧形钢闸门主框架柱的柱端约束的特殊情况，求出挠曲线函数(试解函数)通解，得到弧形钢闸门主框架柱稳定性计算长度系数方程。其中弧门主框架主横梁式形框架的临界荷载比较现行规范推荐的有限元法简单方便、结果精确及物理概念明确等优点。 |
