Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Bending resistance calculation method for concrete-filled steel tube shear wall and tenon-and-mortise buckle type shear wall
The invention belongs to the technical field of civil construction design, and particularly relates to a bending resistance calculation method for a concrete-filled steel tube shear wall and a tenon-and-mortise buckle type shear wall. According to the method, on the basis of considering the influence caused by participation of the steel pipes, the height of the concrete compression area of the concrete-filled steel tube shear wall and the flexural capacity of the concrete-filled steel tube shear wall are recalculated in sequence, and finally, the mechanical index of the flexural capacity of the concrete-filled steel tube shear wall can be accurately and quickly calculated; the method has the advantages of simple calculation process and accurate data calculation.
本发明属于土木建筑设计技术领域,具体涉及一种钢管混凝土剪力墙抗弯计算方法及榫卯卡扣式剪力墙。本发明在考虑钢管参与而产生的影响的基础上,通过依序重新计算钢管混凝土剪力墙的混凝土受压区高度,和钢管混凝土剪力墙的抗弯承载力,最终能够精准快速计算钢管混凝土剪力墙抗弯承载力这一力学指标,具备了计算流程简便且数据计算准确的优点。
Bending resistance calculation method for concrete-filled steel tube shear wall and tenon-and-mortise buckle type shear wall
The invention belongs to the technical field of civil construction design, and particularly relates to a bending resistance calculation method for a concrete-filled steel tube shear wall and a tenon-and-mortise buckle type shear wall. According to the method, on the basis of considering the influence caused by participation of the steel pipes, the height of the concrete compression area of the concrete-filled steel tube shear wall and the flexural capacity of the concrete-filled steel tube shear wall are recalculated in sequence, and finally, the mechanical index of the flexural capacity of the concrete-filled steel tube shear wall can be accurately and quickly calculated; the method has the advantages of simple calculation process and accurate data calculation.
本发明属于土木建筑设计技术领域,具体涉及一种钢管混凝土剪力墙抗弯计算方法及榫卯卡扣式剪力墙。本发明在考虑钢管参与而产生的影响的基础上,通过依序重新计算钢管混凝土剪力墙的混凝土受压区高度,和钢管混凝土剪力墙的抗弯承载力,最终能够精准快速计算钢管混凝土剪力墙抗弯承载力这一力学指标,具备了计算流程简便且数据计算准确的优点。
Bending resistance calculation method for concrete-filled steel tube shear wall and tenon-and-mortise buckle type shear wall
一种钢管混凝土剪力墙抗弯计算方法及榫卯卡扣式剪力墙
ZHENG QIJING (Autor:in) / WANG JINGFENG (Autor:in) / XU WENJIE (Autor:in) / DING YINGXI (Autor:in) / ZHENG HAOCHENG (Autor:in)
02.07.2024
Patent
Elektronische Ressource
Chinesisch
Europäisches Patentamt | 2024
|Europäisches Patentamt | 2020
|Shear wall cast with tenon-and-mortise precast concrete blocks replacing formworks
Europäisches Patentamt | 2015
|Europäisches Patentamt | 2023
|Fabricated type concrete-filled steel tube column based on mortise-tenon connection
Europäisches Patentamt | 2021
|