柔性支撑复合墙板受力性能分析综述

Mechanical Performance Analysis of Flexible Support Composite Wall Panels

近年来,框架结构已被广泛应用于现代建筑中,成为现代建筑的主要结构形式。根据该结构的发展趋势,已有专家结合密肋复合墙结构和框架结构,开始研究新的结构体系——框架密肋复合墙结构体系。然而从抗震的角度考虑,斜向布筋的抗震性能要比纵向布筋更稳固。因此,受框架密肋复合墙结构体系的启发,提出一种新的结构体系——柔性支撑复合墙结构体系。简要介绍了框架密肋复合墙结构在地震作用下其受力性能,并引入了柔性支撑复合墙结构体系。确定了现阶段的研究内容,介绍了柔性支撑的创新点以及其优势。提出了对斜向布筋进一步优化的方法,并阐述了柔性支撑复合墙结构对现代工业与民用建筑的主要意义以及未来的研究方向。

In recent years, reinforced concrete slab columnstructure system has been widely used in modern architecture, and has become the main structure of the modem architecture.According to the development trend of the structure, theexisting experts combined with the multi ribbed composite wallstructure and frame structure, began to study the new structuresystem - frame multi ribbed composite wall structure system.However, from the angle of seismic resistance, the seismic performanceof the inclined to the reinforcement is more stable thanthe longitudinal reinforcement. This paper briefly introduces themechanical characteristics of the frame composite wall structure,and its mechanical properties under the action of earthquake,and introduces the flexible support composite wall structure system.This paper puts forward a method for the further optimizationof the oblique steel bar, and expounds the main significanceand future research directions of the flexible supporting compositewall structure in modem industry and civil architecture.