1) retrench expenses; cut down the outlay
精简开支
2) reducing support vectors
精简支持向量
3) pad a rum pad an expense account.
加长个人简历;虚报开支
4) simply supported
简支
1.
The structure of simply supported and continuous beam is widely adopted in bridges of the expressway nowadays.
以九洲江大桥的设计为例,简要介绍目前高速公路建设中广泛采用的先简支后连续桥梁的结构特点、设计计算方法。
2.
Hence, a vast scale model of four sides simply supported reinfor.
为此,本文作者做了一个四边简支钢筋混凝土双向密肋楼盖的大比例模型试验,根据试验结果,建立了这种结构的破坏机构,推导了其极限荷载公式,给出了楼盖从开裂至破坏的变形计算方法。
3.
Although it is a classical problem for a hollow or solid simply supported circular plate under uniform coupled loading,no theoretic solution for magneto-electro-thermo-elastic media had been obtained.
耦合均载作用下的简支空心和实心圆板问题是一个经典问题,对于电磁热弹性材料尚无理论解。
6) simple support
简支
1.
Through using simple support long span pre-stressed beam installed neoprene bearing pad, torsion of the side beam and the excessive eccentric compression of column .
4m单跨简支梁,分别施加预应力,避免了超长引起的预应力摩擦损失过大的问题。
2.
The design and calculation method is introduced for the continuous bridge erected as simple supported beam in advance.
介绍了先简支后连续桥梁的设计计算方法 ,从受力特点、盖梁的计算、桥墩的计算等方面进行了论述 ,指出该桥梁具有连续梁行车舒适的优点。
3.
By introducing the fun- damental equation of perpendicular anisotropic sandwich panel, the critical strength formulae for the CS panel on 2—side loaded simple support,2—side unloaded free well—distributed axial force are proposed.
通过对12根CS板梁和九块CS墙板的试验,探讨了CS墙板的力学特性、受力性能和破坏机理,并根据正交各向异性夹层板的基本方程,推导出两承载边简支、两无载边自由、承受均布轴心受压荷载的CS墙板的临界承载力计算公式。
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