大跨窄人行悬索桥静风响应全过程分析
Whole Process Aerostatic Stability Analysis for 300m Main Span Pedestrian Suspension Bridge with Concrete Beam论坛
Symposium
桥梁结构安全评价
时间
Time
2025-06-14 11:50
地点
Room
墙报互动区1
报告人
Reporter
聂晓冰
NIE Xiaobing
工作单位
Company/Institute
长安大学
Changan University
关键词
Keywords
人行悬索桥；静风响应；剪切变形；应力变形；风洞试验；数值模拟
Pedestrian suspension bridge;aerostatic response;shear deformation;stress and deformation;wind tunnel test;Numerical simulation