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钢结构抗震怎么设计

钢结构抗震怎么设计

浏览：51次 | 提问时间： 08-03 05:18

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6个答案

心墙 08-03 05:19

钢结构设计的荷载标准，与钢结构的用途及服务年限有关。理解你所说的几种抗力，应该是指抗震等级、恒活荷载、风荷载的数值大小

四厘米天青 08-03 05:27

、钢结构设计的荷载标准，与钢结构的用途及服务年限有关。理解你所说的几种抗力，应该是指抗震等级、恒活荷载、风荷载的数值大小，这个问题专业设计公司都会

吃货的命减肥的心 08-03 05:35

3地下室外墙土压力计算这方面问题在地下车道中最为典型，底板的抗弯能力不应小于侧壁，侧壁底部弯矩与相邻的底板弯矩大小一样，考虑外墙水平钢筋受力时应注意满足最小配筋率要求。地下室外墙计算时底部为固定支座（即底板作为外墙的嵌固端），外墙转角处也同此予以适当加强，可适当另配外侧附加短水平负筋予以加强，其内外侧主筋也应予以适当加强。外墙的水平分布筋要根据扶壁柱截面尺寸大小，其余的外墙宜按竖向单向板计算配筋为妥。3.2地下室外墙嵌固端问题竖向荷载（轴力）较小的外墙扶壁桩，其外墙竖向受力筋配筋不足、扶壁柱配筋偏少、外墙的水平分布筋有富余量。抗震。

致命的美丽盛夏的约定に 08-03 05:44

在进行钢结构的抗震设计时，除了在强度和刚度上提高结构的抗力外，还要从如何增大钢结构在往复荷载作用下的塑性变形能力和耗能能力，以及减小地震作用方面全面考虑，做到既经济、又可靠。

水茉莉花の开的那一瞬间 08-03 05:52

钢结构抗震事迹特点：钢结构强度高重量轻、延性和韧性好，综合抗震性能好，但也曾发生过在地震中倒塌的重大事故，在进行钢结构设计的抗震设计时，应从历次震害中吸取教训，除了在强度和钢度上提高结构的抗力外，还要从如增大钢结构在往负荷载作用下的塑性变形能力，和耗能能力，以及减小地震作用方面全面考虑，做到既经济又可靠。

都是牛奶装什么特仑苏 08-03 06:00

你好，这必须是要持有钢结构搭建资质的公司出蓝图才能做

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