[手绘大样][Detail Drawing] 悬臂板配筋构造(有高差) [Cantilever slab reinforcement details]

实干、实践、积累、思考、创新。 悬臂板配筋构造(有高差),参考 图集 17G101-11。 (1)当悬臂板的跨度较大且板面与内跨标高一致时,由于悬臂支座处的负弯矩对内跨中有影响,当内跨跨度较小时,甚至会出现全跨均为负弯矩,因此上部钢筋应通长配置。板面有高差时应采用分离式配置上部受力钢筋,悬臂板上部受力钢筋在内跨应满足锚固长度的要求。 (2)悬臂构件的上部纵向钢筋是受力钢筋,因此要保证其在构件中的设计位置,不可以随意加大保护层的厚度,否则造成板面开裂等质量事故。悬臂板要待混凝土达到100%设计强度后方可拆除下部支撑。 (3)抗震设防烈度为7度(015g)以上,且悬臂板跨度大于2米时,板上下纵向钢筋伸入支座内的锚固长度需满足抗震锚固要求。 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 …

[手绘大样][Detail Drawing] 悬臂板配筋构造(无高差) [Cantilever slab reinforcement details]

实干、实践、积累、思考、创新。 悬臂板配筋构造(无高差),参考图集 17G101-11。 (1)当悬臂板的跨度较大且板面与内跨标高一致时,由于悬臂支座处的负弯矩对内跨中有影响,当内跨跨度较小时,甚至会出现全跨均为负弯矩,因此上部钢筋应通长配置。 (2)悬臂构件的上部纵向钢筋是受力钢筋,因此要保证其在构件中的设计位置,不可以随意加大保护层的厚度,否则造成板面开裂等质量事故。悬臂板要待混凝土达到100%设计强度后方可拆除下部支撑。 (3)抗震设防烈度为7度(015g)以上,且悬臂板跨度大于2米时,板上下纵向钢筋伸入支座内的锚固长度需满足抗震锚固要求。 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 …

[软件][笔记] midas Gen 模态应变能阻尼模型参数测试 [Modal strain energy proportional damping model in midas Gen]

实干、实践、积累、思考、创新。 最近采用YJK转模型到midas Gen,发现两个软件的地震力结果对不上,且差异较大,最后发现是阻尼模型参数设置有问题,而且可能存在一些bug,在此做个记录。 对比模型: 对比模型如下,下部4层材料为混凝土,上部6层为钢结构。其中YJK采用的是2.03版,midas Gen测试的是2020版。 两个软件模型的质量和周期结果一致,周期结果对比如下图所示。 具体模型: 在此基础上,进行了两大组模型对比测算,具体如下表所示: 编号 模型 备注 1 YJK 5%振型阻尼 阻尼比统一5% 2 Gen 5%振型阻尼(不修改阻尼比) 采用单条5%阻尼反应谱曲线,不勾选修改阻尼比 3 Gen 5%振型阻尼(修改阻尼比) 采用单条5%阻尼反应谱曲线,勾选修改阻尼比 1 YJK 材料阻尼(砼5%钢2%) 采用应变能阻尼,分别定义钢材和混凝土的材料阻尼 2 Gen …

[手绘大样][Detail Drawing] 钢梁与混凝土墙的铰接连接(三)(植筋) [Hinged connection between steel beams and concrete walls]

实干、实践、积累、思考、创新。 钢梁与混凝土墙的铰接连接(三)(植筋) 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(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 …

[下载][编程][软件] WPC: Wind Pressure Coefficient [风压高度变化系数计算软件(基于GB 50009-2012)]

好久没写程序了,来个小东西找找手感。依据《建筑结构荷载规范》GB 50009-2012编制的风压高度变化系数计算工具,顺便借此回顾一下风荷载计算的相关知识。感兴趣的朋友可以看看。

[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] 不等高梁与柱刚性连接构造[Setting of Horizontal Stiffening Ribs in Columns with Unequal Beam Heights on Both Sides]

实干、实践、积累、思考、创新。 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] …

[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 …

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

实干、实践、积累、思考、创新。 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] …

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

实干、实践、积累、思考、创新。 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] …

[手绘大样][Detail Drawing] 钢筋混凝土悬臂梁配筋 [Reinforcement of reinforced concrete cantilever beams]

实干、实践、积累、思考、创新。 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] …

[手绘大样][Detail Drawing] 后加钢板剪力墙 [Post added steel plate shear wall]

实干、实践、积累、思考、创新。 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] …

[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)]

实干、实践、积累、思考、创新。 IPAD手绘大样。 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)] 公众号 ( Wechat Subscription) …

[选波][地震波][工程] 某大底盘4塔结构的地震波选取(GMS选波系统-选波应用案例25)

实干、实践、积累、思考、创新。 用GMS选波系统( http://www.jdcui.com/?page_id=6118 )做的大底盘4塔结构的选波案例。 小伙伴的项目,是一个大底盘4塔,裙房三层,各塔楼总高在150m左右,为框筒结构。 设计地震分组为三组,设防烈度为7(0.1g),场地类别为II类。 结构的主要周期分布在1s~5s,分布范围较广,前15阶周期如下图所示。 振型号 周期 转角 平动系数(X+Y) 扭转系数(Z)(强制刚性楼板模型) 1 4.5462 34.66 1.00(0.67+0.33) 0 2 4.3686 94.82 1.00(0.04+0.96) 0 3 4.1572 123.65 1.00(0.32+0.68) 0 4 4.023 150.38 1.00(0.68+0.31) …

[软件][研究][编程] MPHI v2023: Sectional Moment Curvature Analysis Program [截面弯矩曲率分析软件]

实干、实践、积累、思考、创新。 程序图标 ( Program Icon )     程序介绍 ( Program Introduction) 这是一个截面弯矩-曲率分析程序,这个程序是2015年写的,那时候我还在学校,是钢筋混凝土结构设计课程的期末作业,最近又被网友提醒,让我要把软件放上来,不然就撤销。好吧,于是我翻了旧电脑的资料,重新找到程序并打包整理上传,有需要的朋友可以看看。这个程序一个比较有趣的地方是,提供截面弯曲-曲率分析的整个加载动画,非常酷炫。 This is a section bending moment curvature analysis program, which was written in 2015, when I was still in …

[软件][地震动][更新] GMP v2023: A tool for Calculating Ground Motion Parameters for Seismic Analysis of Structures [结构抗震分析地震动强度指标/地震动参数计算工具]

实干、实践、积累、思考、创新。 程序图标 ( Program Icon ) 程序介绍 ( Program Introduction) GMP是一个结构抗震分析地震动强度指标/地震动参数计算工具,程序将地震波积分+反应谱分析+地震动参数分析等功能集合于一身,使用方便。程序经历了多个版本的更新和维护,一直在持续改进。 GMP v2018: [软件][地震工程] GMP v2018: 结构抗震分析地震动强度指标计算工具 ( GMP: A tool for Calculating Earthquake Intensities for Seismic Analysis of Structures) GMP v2020: [软件][地震动][Update] …

[软件][编程][动力学] NSDOF v2023: A Tool for Nonlinear Dynamic Analysis of SDOF System (NSDOF单自由度系统动力非线性分析工具 v2023)

实干、实践、积累、思考、创新。 重新更新软件,NSDOFV2023版软件目前包含非线性黏滞阻尼器、摩擦阻尼器、黏弹性阻尼器、金属阻尼器及狗骨形滞回的摩擦阻尼器,适合做减震研究。 程序图标 ( Program Icon )     程序介绍 ( Program Introduction) NSDOF 是一个基于微软的windows窗口程序,用于单自由度结构的动力非线性分析。结构可是弹性也可以是弹塑性。动力荷载可以是施加在结构基座的地震加速度,也可以是施加在结构顶部的动力荷载。程序使用逐步积分法求解增量非线性运动方程。可以输出结构的各种响应结果,包括抗力,阻尼力,参考惯性力,位移,速度,加速度,耗能,滞回曲线等。 NSDOF is a Microsoft Windows based application for the dynamic analysis of single degree of freedom structural …