三维框架结构内力作用下钢结构节点的高级模型
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端板节点的高级建模
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螺栓节点设计的高级方法
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全焊接双角钢节点(AISC)
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受拉锚栓
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受拉和受剪锚栓
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锚固
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角钢座节点
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评估桥梁转向器强度:IDEA StatiCa 与 ABAQUS 仿真对比
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底板节点(AISC)
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梁柱顶节点(AISC)
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承压加劲板(AISC)
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螺栓翼缘板弯矩节点基准研究(AISC)
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开口截面螺栓节点的弯曲刚度
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开口截面焊接节点的弯曲刚度
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块剪切承载力
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块剪切承载力
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螺栓节点中的块剪切破坏(AISC)
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螺栓节点 - 剪力与拉力的相互作用
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螺栓节点 - 受剪拼接
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螺栓节点 - 受拉T形件
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螺栓翼缘板弯矩节点 – LRFD
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螺栓连接门式刚架檐口弯矩节点
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螺栓拼接节点
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螺栓拼接节点(AISC)
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螺栓连接宽翼缘拼接节点(AISC)
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螺栓与受压板件建模
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受拉剪复合作用的螺栓
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抗滑移节点中的螺栓
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支撑框架中梁柱节点处的支撑节点 – 双角钢支撑(AISC)
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支撑框架中梁柱节点处的支撑节点(AISC)
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单侧节点板节点的支撑
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托架板节点(AISC)
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矩形空心截面(HSS)支管/贯通板节点(AISC)
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悬臂式墙型桥墩
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圆形空心截面(CHS)盖板节点(AISC)
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CBFEM 在线书籍 - 钢结构节点基于组件的有限单元法设计
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CBFEM(基于组件的有限元模型)验证:块剪破坏行为
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CBFEM(基于组件的有限元模型)焊缝模型:验证与确认
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支撑框架中的人字形支撑节点(AISC)
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圆形空心截面
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根据欧洲规范对箱形梁横隔板进行规范校核
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柱脚 – 开口截面柱绕强轴弯曲
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柱脚 – 开口截面柱受压
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支撑框架柱底板 LRFD(AISC)
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柱腹板剪切区
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柱腹板加劲板
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承受高压荷载的柱——被动约束效应
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圆形空心截面节点承载力对比分析:CBFEM(基于组件的有限元模型)与设计规范(EN、FprEN 和 AISC)
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工字形截面侧扭屈曲承载力比较
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根据 EN 1992-4 和 3D CSFM(协调应力场法)的混凝土锥体破坏对比
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IDEA StatiCa Connection 与 ANSYS 的对比
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SHS和RHS截面屈曲承载力比较
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基于组件的有限元模型
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结构节点中的受压加劲板
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压力软化效应 - 二维平面承台
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受压混凝土
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受压混凝土
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混凝土墩帽
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与未加劲翼缘的节点
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切割梁
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根据EN 1992-1-1的挠度校核
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结构钢节点中加腋的设计
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结构钢节点中加劲板的设计
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双角钢夹板节点
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双T形弯矩预认证节点 - AISC
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螺栓群的偏心荷载
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四螺栓排列端板节点
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端板弱轴节点
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端板弯矩(EPM)预认证节点 - AISC
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端板剪力节点
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欧洲规范组合混凝土梁设计
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延伸端板弯矩节点(AISC)
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扩展弯矩端板节点 – ASD
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疲劳分析 – I 形截面对接焊缝
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名义应力法疲劳寿命
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角钢节点中的角焊缝
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梁柱节点中的角焊缝
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翅板节点中的角焊缝
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搭接节点中的角焊缝
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防火设计:螺栓搭接节点
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防火设计:焊接搭接节点
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加劲板的防火温度验证
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平齐式弯矩端板节点(AISC)
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四螺栓无加劲板外伸式端板全刚性弯矩节点
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四点弯曲T形梁试验
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钢结构节点的未来设计流程
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含缺陷的梁弯曲几何与材料双重非线性分析(GMNIA)
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含缺陷的受压柱几何和材料双重非线性分析(GMNIA)
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IDEA StatiCa Connection 中的节点板设计
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加腋节点 – 能力设计
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所选参数对锚固节点设计优化的影响
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组合结构临时支撑对弯矩图的影响
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IDEA StatiCa 钢结构节点与细部的实验室验证
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长预应力混凝土梁吊装过程中的侧向稳定性
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具有侧向和扭转约束的开口截面侧扭屈曲
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带横向加劲板梁的侧扭屈曲
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具有各种边界条件的梁的线性屈曲分析
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受弯简支梁的线性屈曲分析
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受压柱的线性分岔分析(LBA)
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长螺栓连接与焊接节点(AISC)
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预应力截面抗弯承载力——手算与IDEA StatiCa对比
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强轴开截面梁柱焊接钢结构节点的弯矩承载力
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多层次构件与节点设计
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管道 – 支撑中的剪力滞后节点
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板件与圆形空心截面
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预测节点变形能力
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抗震应用的预认证节点
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不同埋深的现浇锚栓拔出行为
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矩形空心截面
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缩减梁截面(RBS)预认证节点 - AISC
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钢筋混凝土牛腿(ACI)
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钢筋混凝土深梁(ACI)
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SCI 出版物 P358 和 P398 - 设计示例
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非连续区域的正常使用极限状态评估
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预应力混凝土截面组合部分界面处的剪力
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剪切块破坏承载力
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低箍筋用量梁的剪力试验
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带交错开洞的剪力墙
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带洞口剪力墙(ACI)
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钢结构节点设计的简单模型与高级模型
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简单焊缝(ASD)
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简单焊缝 LRFD(AISC)
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单板剪力节点(AISC)
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单板剪力节点(AISC)
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CBFEM(基于组件的有限元模型)中的细长受压板
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滑移临界节点(AISC)
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混凝土结构墙体与细部的解决方案
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工字梁翼缘拼接节点(AISC)
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抗滑移节点中的剪力拼接
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使用局部屈曲分析和材料非线性分析的托板稳定性(AISC)
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刚度分析 - W 型钢至 HSS 型钢弯矩节点(AISC)
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钢结构节点的结构分析与设计
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21世纪的结构混凝土
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基于高级非线性分析的结构钢节点受拉断裂设计(AISC)
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T形件 - 撬力
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T形截面节点(AISC)
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临时拼接节点(AISC)
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集中荷载作用下连续基础在不同土体刚度影响下的分析
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拓扑优化
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三轴应力——主动约束效应
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三角形加腋
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单平面T形节点(RHS腹杆与H/I弦杆)
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单元测试:锚固
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单元测试:低箍筋用量梁的剪力试验
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单元测试:悬臂梁简单弯曲测试
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验证与校核程序
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采用无粘结钢束和钢筋加固牛腿的验证与确认
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验证与验证:受压对称角钢
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IDEA StatiCa 钢结构节点设计计算验证(AISC)
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验证研究:带切口梁的剪力节点(AISC)
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行走柱(ACI)
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腹板横向受压
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腹板侧板节点
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焊接梁柱弯矩节点
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焊接门式刚架檐口弯矩节点
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焊接拼接节点
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焊接拼接节点(AISC)
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焊接无加劲翼缘-螺栓腹板(WUF-B)预认证节点 - AISC
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焊接无加劲翼缘-焊接腹板(WUF-W)预合格节点 - AISC
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Winkler地基模型用于基础垫层
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