Works matching IS 10004750 AND DT 2020 AND VI 37 AND IP 6
Results: 25
弹性膜结构几何非线性分析的刚体准则法.
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- Engineering Mechanics / Gongcheng Lixue, 2020, v. 37, n. 6, p. 246, doi. 10.6052/j.issn.1000-4750.2019.08.0488
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薄壁钢板自冲铆接受剪性能及承载力计算方法研究.
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- Engineering Mechanics / Gongcheng Lixue, 2020, v. 37, n. 6, p. 234, doi. 10.6052/j.issn.1000-4750.2019.12.0793
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多阶梯被动变阻尼装置设计、试验及结构风振控制分析.
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- Engineering Mechanics / Gongcheng Lixue, 2020, v. 37, n. 6, p. 225, doi. 10.6052/j.issn.1000-4750.2019.09.0523
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跨海桥梁高桩承台波浪冲击荷载概率模型.
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- Engineering Mechanics / Gongcheng Lixue, 2020, v. 37, n. 6, p. 216, doi. 10.6052/j.issn.1000-4750.2019.08.0500
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板柱节点冲剪破坏后的精细有限元分析.
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- Engineering Mechanics / Gongcheng Lixue, 2020, v. 37, n. 6, p. 206, doi. 10.6052/j.issn.1000-4750.2019.09.0494
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中央开槽箱梁断面扭转涡振全过程气动力演化特性.
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- Engineering Mechanics / Gongcheng Lixue, 2020, v. 37, n. 6, p. 196, doi. 10.6052/j.issn.1000-4750.2019.08.0478
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可更换耗能连接力学机理及变形性能研究.
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- Engineering Mechanics / Gongcheng Lixue, 2020, v. 37, n. 6, p. 186, doi. 10.6052/j.issn.1000-4750.2019.08.0475
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考虑柱纵向钢筋屈曲特征的修正材料本构模型.
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- Engineering Mechanics / Gongcheng Lixue, 2020, v. 37, n. 6, p. 174, doi. 10.6052/j.issn.1000-4750.2019.08.0465
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配钢率对型钢混凝土异形柱抗震性能的影响分析.
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- Engineering Mechanics / Gongcheng Lixue, 2020, v. 37, n. 6, p. 165, doi. 10.6052/j.issn.1000-4750.2019.08.0454
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单向受拉状态下的钢纤维混凝土本构模型.
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- Engineering Mechanics / Gongcheng Lixue, 2020, v. 37, n. 6, p. 155, doi. 10.6052/j.issn.1000-4750.2019.08.0443
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斜拉桥跨中竖向位移的温度灵敏度系数研究.
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- Engineering Mechanics / Gongcheng Lixue, 2020, v. 37, n. 6, p. 148, doi. 10.6052/j.issn.1000-4750.2019.08.0437
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考虑多组件疲劳损伤的组合梁剩余承载力计算方法及试验验证.
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- Engineering Mechanics / Gongcheng Lixue, 2020, v. 37, n. 6, p. 140, doi. 10.6052/j.issn.1000-4750.2019.08.0434
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钢筋活性粉末混凝土简支梁受弯力学性能试验与计算.
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- Engineering Mechanics / Gongcheng Lixue, 2020, v. 37, n. 6, p. 131, doi. 10.6052/j.issn.1000-4750.2019.08.0428
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底部铰支自复位钢筋混凝土剪力墙设计与性能研究.
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- Engineering Mechanics / Gongcheng Lixue, 2020, v. 37, n. 6, p. 122, doi. 10.6052/j.issn.1000-4750.2019.04.0235
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钢-混凝土组合节点连接PC 柱抗震性能影响参数分析.
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- Engineering Mechanics / Gongcheng Lixue, 2020, v. 37, n. 6, p. 110, doi. 10.6052/j.issn.1000-4750.2019.09.0530
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内置有挡板的矩形水箱阻尼比估算方法比较分析.
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- Engineering Mechanics / Gongcheng Lixue, 2020, v. 37, n. 6, p. 100, doi. 10.6052/j.issn.1000-4750.2019.07.0422
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建筑隔震橡胶柔性管道抗震性能试验研究.
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- Engineering Mechanics / Gongcheng Lixue, 2020, v. 37, n. 6, p. 92, doi. 10.6052/j.issn.1000-4750.2019.07.0412
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盐雾环境下一字型短肢RC 剪力墙抗震性能试验.
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- Engineering Mechanics / Gongcheng Lixue, 2020, v. 37, n. 6, p. 79, doi. 10.6052/j.issn.1000-4750.2019.06.0296
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钢管柱-钢筋混凝土框架转换节点设计研究.
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- Engineering Mechanics / Gongcheng Lixue, 2020, v. 37, n. 6, p. 65, doi. 10.6052/j.issn.1000-4750.2019.05.0282
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钢梁与钢管混凝土束剪力墙端板式刚接节点.
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- Engineering Mechanics / Gongcheng Lixue, 2020, v. 37, n. 6, p. 60, doi. 10.6052/j.issn.1000-4750.2019.05.ST03
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基于三场变分原理的对偶mortar 有限元法.
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- Engineering Mechanics / Gongcheng Lixue, 2020, v. 37, n. 6, p. 51, doi. 10.6052/j.issn.1000-4750.2019.09.0540
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有限元法中间构形初始解预示的Laplace-Beltrami 方程法.
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- Engineering Mechanics / Gongcheng Lixue, 2020, v. 37, n. 6, p. 42, doi. 10.6052/j.issn.1000-4750.2019.07.0425
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曲线裂纹裂尖SIFs 等效分析的广义参数Williams 单元确定方法.
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- Engineering Mechanics / Gongcheng Lixue, 2020, v. 37, n. 6, p. 34, doi. 10.6052/j.issn.1000-4750.2019.08.0455
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剪力墙的型式、设计理论研究进展.
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- Engineering Mechanics / Gongcheng Lixue, 2020, v. 37, n. 6, p. 19, doi. 10.6052/j.issn.1000-4750.2019.08.0432
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深地能源工程热水力多场耦合效应高效模拟方法.
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- Engineering Mechanics / Gongcheng Lixue, 2020, v. 37, n. 6, p. 1, doi. 10.6052/j.issn.1000-4750.2019.05.ST09
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