1) simply supported bridge
简支桥梁
2) simple supported beam bridge
简支梁桥
1.
The analysis of ultimate bearing capacity of big eccentric external cable concrete simple supported beam bridge;
大偏心体外索混凝土简支梁桥极限承载力分析
2.
In this paper,the optimal design model of the seismic absorption and isolation system for railway simple supported beam bridges considering the running safety of vehicles is established.
运用结构最优化理论建立了考虑地震时车辆运行安全性的铁路简支梁桥减隔震体系优化设计模型,采用ANSYS中的一阶优化方法,在优化过程中考虑结构Rayleigh阻尼系数的变化对减隔震体系的影响及土和基础的相互作用,实现了对铅芯橡胶支座动力设计参数的优化设计。
3.
In the end the ELSDR method is introduced for the anti-sesmic displacement restrictor design of simple supported beam bridge.
介绍了现行的四种抗震限位器设计方法,通过数值计算模拟的方法,引入有效性参数的概念,对这四种方法进行了分析评价,从而推荐采用ELSDR法进行简支梁桥抗震限位器设
3) simply supported beam bridge
简支梁桥
1.
Study on seismic semi-active control algorithms for simply supported beam bridge;
简支梁桥减震半主动控制算法研究
2.
To enhance the aseismatic ability of simply supported beam bridge is an important content of earthquake prevention and disaster reduction.
为提高某简支梁桥的抗震能力,采取适当的减震控制措施能够有效地减小桥梁的地震反应。
3.
Besides, the free frequencies for the vertically loaded simply supported beam bridges with different spans are investigated.
本文根据车-桥系统相互作用模型，推导了铁路简支梁桥竖向有载自振频率的计算公式，并给出了简便的计算方法，同时，还对不同跨度的简支梁桥的竖向有载自振频率进行了深入的研究。
4) simply supported girder bridge
简支梁桥
1.
Discussion on vehicle loading arrangement and value in simply supported girder bridge abutment calculation
简支梁桥桥台计算中汽车荷载布载与取值探讨
2.
The theoretical equation of natural vibration for a simply supported girder bridge is estab?lished and solved with consideration of prestressing force.
考虑预应力建立简支梁桥竖向固有振动理论方程并求解,运用解析与有限元方法对一座实际简支梁桥的固有振动频率进行了计算,并现场测试了结构的基频;深入分析了预应力以及变刚度对简支梁桥竖向固有振动频率的影响。
3.
In this paper, the factors to influence the vertical resonance of a simply supported girder bridges are investigated systematically.
采用车-桥系统模型,对影响铁路简支梁桥竖向共振的各种因素进行了分析。
5) simply-supported girder bridge
简支梁桥
1.
The results of test study of temperature expansion force at fixing zones of the jointless track on deck of a 3-span high-speed railway simply-supported girder bridge are presented.
介绍了高速铁路三跨简支梁桥上无缝线路固定区温度伸缩力的试验研究成果,通过实测及理论计算,分析了温度伸缩力在墩台及钢轨上的分布情况。
2.
A calculation method of earthquake-resistance design of simply-supported girder bridge using rubber branch seats is proposed.
介绍了采用橡胶支座的简支梁桥抗震计算的理论、方法及抗震措施,并以江苏宿迁桥抗震设计为例,分析纵桥向、横桥向地震作用力计算过程。
6) simple-supported beam bridge
简支梁桥
1.
In allusion to the defect occurred in the function movement of simple-supported beam bridge,form the deck layer,bridge head leap vehicle,deck slab,expansion joint,this paper analyses them,and puts forward the countermeasures.
针对简支梁桥在运行过程中上部结构出现的病害,从桥面铺装层、桥头跳车、桥面板、伸缩缝等方面进行了分析,并提出相应的解决措施。
2.
The paper introduces a kind of design methods of simple-supported beam bridge with large skew angle.
介绍一种大斜交角度简支梁桥设计方法,该方法与其它处理大斜交角度的桥梁设计方法相比,在很多情况下均具有不可替代的优越性。
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。
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