1) 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。
2) 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。
4) simple supported
简支
1.
Superstructure construction of continuous bridge erected as simple supported beam;
先简支后连续桥梁上部结构的施工
5) simply supported beam
简支梁
1.
Vibration response analysis of simply supported beam with MR damper;
含MR阻尼器的简支梁振动响应分析
2.
The experiment and analysis of deformation of reinforcement concrete simply supported beam with 500 MPa bars;
500MPa级钢筋混凝土简支梁变形的试验分析
3.
Strengthen simply supported beam of a certain factory building in Guilin by external pre-stressing;
体外预应力加固简支梁的实际应用
6) simple supported beam
简支梁
1.
Experimental study on external prestressed strengthened simple supported beam;
体外预应力加固简支梁的试验研究
2.
The application of C55 greatly mobility concrete in 32m PC simple supported beam;
C55大流动性混凝土在32m PC简支梁中的应用
3.
The application of derrick mast in erection of approach simple supported beam bridge of Guanzhouhe super large bridge;
扒杆在官洲河特大桥引桥简支梁架设中的应用
补充资料：支妙音（简静寺）《比丘尼传》卷一
【支妙音（简静寺）《比丘尼传》卷一】
妙音。未详何许人也。幼而志道居处京华。博学内外善为文章。晋孝武皇帝太傅会稽王道孟顗等并相敬信。每与帝及太傅中朝学士。谈论属文。雅有才致。借甚有声。太傅以太元十年为立简静寺。以音为寺主。徒众百余人。内外才义者因之以自达。供嚫无穷。富倾都邑。贵贱宗事。门有车马日百余两。荆州刺史王忱死。烈宗意欲以王恭代之。时桓玄在江陵为忱所折挫闻恭应往素又惮恭。殷仲堪时为恭门生。玄知殷仲堪弱才亦易制御。意欲得之。乃遣使凭妙音尼为堪图州。既而烈宗问妙音。荆州缺外问。云谁应作者。答曰。贫道道士岂容及俗中论议。如闻外内谈者。并云无过殷仲堪。以其意虑深远荆楚所须。帝然之。遂以代忱。权倾一朝威行内外。云。
妙音。未详何许人也。幼而志道居处京华。博学内外善为文章。晋孝武皇帝太傅会稽王道孟顗等并相敬信。每与帝及太傅中朝学士。谈论属文。雅有才致。借甚有声。太傅以太元十年为立简静寺。以音为寺主。徒众百余人。内外才义者因之以自达。供嚫无穷。富倾都邑。贵贱宗事。门有车马日百余两。荆州刺史王忱死。烈宗意欲以王恭代之。时桓玄在江陵为忱所折挫闻恭应往素又惮恭。殷仲堪时为恭门生。玄知殷仲堪弱才亦易制御。意欲得之。乃遣使凭妙音尼为堪图州。既而烈宗问妙音。荆州缺外问。云谁应作者。答曰。贫道道士岂容及俗中论议。如闻外内谈者。并云无过殷仲堪。以其意虑深远荆楚所须。帝然之。遂以代忱。权倾一朝威行内外。云。
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