[手绘大样][Detail Drawing] 钢梁与混凝土梁的铰接连接(二)(植筋)[Hinged connection between steel and concrete beams]

实干、实践、积累、思考、创新。 钢梁与混凝土梁的较接连接(二) 相关话题 ( Related Topics) [01] [手绘大样][Detail Drawing] 墙竖向筋锚入基础 [Wall vertical ribs anchor into the foundation] [02] [手绘大样][Detail Drawing] 墙竖向筋锚入顶层板(梁) [Wall vertical reinforcement anchor into the top plate (beam)] [03] [手绘大样][Detail …

[手绘大样][Detail Drawing] 钢梁与混凝土梁的铰接连接(一)[Hinged connection between steel and concrete beams]

实干、实践、积累、思考、创新。 钢梁与混凝土梁的较接连接(一) 相关话题 ( Related Topics) [01] [手绘大样][Detail Drawing] 墙竖向筋锚入基础 [Wall vertical ribs anchor into the foundation] [02] [手绘大样][Detail Drawing] 墙竖向筋锚入顶层板(梁) [Wall vertical reinforcement anchor into the top plate (beam)] [03] [手绘大样][Detail …

[手绘大样][Detail Drawing] 梁与柱铰接连接构造(四)[Hinged connection structure between beams and columns]

实干、实践、积累、思考、创新。 钢结构梁与柱铰接连接构造(四),参考自《多高层民用建筑钢结构节点构造详图》,大家提提意见。 相关话题 ( Related Topics) [01] [手绘大样][Detail Drawing] 墙竖向筋锚入基础 [Wall vertical ribs anchor into the foundation] [02] [手绘大样][Detail Drawing] 墙竖向筋锚入顶层板(梁) [Wall vertical reinforcement anchor into the top plate (beam)] [03] [手绘大样][Detail …

[手绘大样][Detail Drawing] 梁与柱铰接连接构造(三)[Hinged connection structure between beams and columns]

实干、实践、积累、思考、创新。 钢结构梁与柱铰接连接构造(三),参考自《多高层民用建筑钢结构节点构造详图》,大家提提意见,这个节点是否OK。   相关话题 ( Related Topics) [01] [手绘大样][Detail Drawing] 墙竖向筋锚入基础 [Wall vertical ribs anchor into the foundation] [02] [手绘大样][Detail Drawing] 墙竖向筋锚入顶层板(梁) [Wall vertical reinforcement anchor into the top plate (beam)] [03] …

[手绘大样][Detail Drawing] 梁与柱铰接连接构造(二)[Hinged connection structure between beams and columns]

实干、实践、积累、思考、创新。 钢结构 梁与柱铰接连接构造(二) 相关话题 ( Related Topics) [01] [手绘大样][Detail Drawing] 墙竖向筋锚入基础 [Wall vertical ribs anchor into the foundation] [02] [手绘大样][Detail Drawing] 墙竖向筋锚入顶层板(梁) [Wall vertical reinforcement anchor into the top plate (beam)] [03] …

[手绘大样][Detail Drawing] 梁与柱铰接连接构造(一)[Hinged connection structure between beams and columns]

实干、实践、积累、思考、创新。 钢结构 梁与柱铰接构造(一) 相关话题 ( Related Topics) [01] [手绘大样][Detail Drawing] 墙竖向筋锚入基础 [Wall vertical ribs anchor into the foundation] [02] [手绘大样][Detail Drawing] 墙竖向筋锚入顶层板(梁) [Wall vertical reinforcement anchor into the top plate (beam)] [03] …

[手绘大样][Detail Drawing] 钢梁与混凝土墙刚性连接(一) [Rigid connection between steel beams and concrete walls]

实干、实践、积累、思考、创新。 插入式刚性连接。 相关话题 ( Related Topics) [01] [手绘大样][Detail Drawing] 墙竖向筋锚入基础 [Wall vertical ribs anchor into the foundation] [02] [手绘大样][Detail Drawing] 墙竖向筋锚入顶层板(梁) [Wall vertical reinforcement anchor into the top plate (beam)] [03] [手绘大样][Detail …

[FEM][Midas Gen] 四边简支板的受压屈曲分析(Compress Buckling Analysis of a Simply Supported Plate)(有限元及弹性力学解)

坚持实干、坚持一线、坚持积累、坚持思考,坚持创新。 分析用Mdias Gen,正方形四边简支板,受侧向单位线荷载作用,进行屈曲分析。 第1阶 临界荷载系数:7.449E+002 X方向及Y方向均屈曲为1个半波,也即最容易失稳的模态。 第2阶 临界荷载系数:1.164E+003 X方向屈曲为2个半波及Y方向均屈曲为1个半波 第3阶 临界荷载系数:2.072E+003 X方向屈曲为3个半波及Y方向均屈曲为1个半波 第4阶 临界荷载系数:2.982E+003 X方向屈曲为2个半波及Y方向均屈曲为2个半波 第7阶 临界荷载系数:4.662E+003 X方向屈曲为1个半波及Y方向均屈曲为2个半波。 PS.第7阶才才轮到X方向屈曲为半个波形。 第10阶 一阶屈曲临界荷载弹性力学解为744.739与有限元分析结果7.449E+002一致。 验算如下: Ncr = Kπ2Et(t/b)2/12(1-v2) = 4 * 3.14159262*2.06*105*10*(10/1000)2/12/(1-0.32)=744.739 微信公众号 ( Wechat Subscription) …