| 林宝新,段代昭,韩永森,马巍.某抽柱托梁改造的组合梁钢斜撑体系有限元分析[J].安徽建筑大学学报,2023,31(): |
| 某抽柱托梁改造的组合梁钢斜撑体系有限元分析 |
| Finite Element Analysis of Steel Bracing System of a Composite Beam Modified by Pulling out Columns and Supporting Beams |
| 投稿时间：2022-11-28 修订日期：2022-12-22 |
| DOI： |
| 中文关键词: 加固改造 抽柱托梁 钢-混凝土组合梁 钢斜撑 |
| 英文关键词: reinforcement and reconstruction column extraction and joists steel concrete composite beam steel diagonal brace |
| 基金项目:基于干式连接的装配式混凝土结构节点力学性能研究（KJ2020A0454） |
|
| 摘要点击次数: 1842 |
| 全文下载次数: 578 |
| 中文摘要: |
| 对某既有多层框架结构抽柱托梁大跨度改造，在一至三层拆除双向8.5m柱网的框架柱，形成25.5m跨3层高的大空间，创新性采用组合梁+钢斜撑的空间复合结构体系，在MIDAS整体分析的基础上，作为隔离体使用ABAQUS有限元分析，并和实时监测数据验证，可供类似工程参考。 |
| 英文摘要: |
| For the large-span reconstruction of an existing multi-storey frame structure by pulling out columns and supporting beams, the frame columns with two-way 8.5m column grid are removed from the first to third floors to form a large space with a 25.5m span and three floors. The space composite structure system of composite beams and steel diagonal braces is innovatively adopted. On the basis of the overall analysis of MIDAS, ABAQUS finite element analysis is used as an isolator, and it is verified with real-time monitoring data, It can be used as reference for similar projects. |
|
查看全文
查看/发表评论 下载PDF阅读器 |
| 关闭 |
