1) simply supported plate
简支板
1.
Based on the simply supported plate used in the active acoustic structure, the influences of the plate parameters and the different kinds of excited forces on active acoustic structure are presented.
研究了基于简支板作为次级结构的有源声学结构。
2) simply supported slab
简支板
1.
Discussions on the calculation method of maximum internal force of simply supported slab under concentrated load;
受集中荷载的简支板最大内力计算方法分析
2.
simply supported slab is introduced and practical formulas for the calculation of optimum thickness and optimum reinforcement ratio are presented.
基于优化设计理论,介绍了钢筋混凝土简支板的优化设计方法,推导了最优板厚和最优配筋率的实用计算公式,比传统设计方法节省造价。
3) simply-supported slab
简支板
1.
The shape function of deflection of simply-supported slab is constructed by solving analytic expression of deflection of the beam supported by interior elastic point.
通过求解内部为弹性点支承的梁的挠度解析表达式构造了简支板挠度的试函数,利用Galerkin法,建立了内部为弹性点支承的简支板的近似分析方法,并求解了内部为弹性点支承简支板的挠度和弯矩的一组近似解。
4) simple beams and slabs
简支梁板
1.
Law of stress increment in unbonded tendons for concrete simple beams and slabs;
预应力混凝土简支梁板中无粘结筋应力增长规律
5) simply supported circular plate
简支圆板
1.
The plastic critical analysis of simply supported circular plates based on unified yield criterion under linear and uniformly distributed load was carried out,and two forms of loads were considered.
采用统一屈服准则对线性和均布荷载共同作用下的简支圆板进行了塑性极限分析,并考虑了2种荷载形式,分别得出了极限解的表达式。
2.
This paper has analyzed the dynamic plastic response of simply supported circular plate under explosive load by using twins shear strength theory considered the strength-differential effect.
采用双剪应力强度理论,考虑材料的拉压强度比,求解了简支圆板在爆炸冲击荷载波荷载作用下的动力响应问题。
3.
The dynamic response of a simply supported circular plate under moderate impulsive loading is solved with the unified strength theory.
采用统一强度理论求解了简支圆板在中等脉冲荷载作用下的动力响应问题,得出了统一的动力塑性极限荷载、内力场和速度场,并给出了上限解和下限解。
6) simply supported slab
简支板带
1.
Experimental study on simply supported slab of reinforced concrete stiffening ribbed hollow pipe girderless floor;
加劲肋空心管钢筋混凝土无梁楼盖简支板带试验研究
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。
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