X形框撑钢筋混凝土复合剪力墙抗震性能试验研究

通过二榀带有Ｘ形支撑的框撑钢筋混凝土复合剪力墙和一榀带有边框的钢筋混凝土剪力墙在低周 反复荷载作用下的对比试验，着重研究了复合剪力墙的抗震性能、延性、耗能性能和破坏机制，并给出了这种 复合剪力墙恢复力计算模型。试验表明：钢筋混凝土复合剪力墙刚度大，能吸收地震能，延性好，能大量消耗 地震能，它与框架配合能够形成刚柔相济，变形协调的新型减震耗能结构体系。

封面图片说明

封面图片来自＂多层轻钢房屋建筑结构——轻钢龙骨式复合剪力墙结构体系研究进展＂,轻钢结构是天然的绿色建筑,也是天然的工业化建筑.通过结构体系与主要部件两个层面改进,提出了多层冷成型钢龙骨式复合剪力墙结构体系及其两个重要部件——冷成型钢托梁龙骨-ALC板组合楼盖和带有夹心墙板单元的轻钢龙骨式复合墙体.针对该新型体系的抗侧、抗火等基础理论问题,系统阐述了课题组及国内外同行的相关试验及理论研究进展．最后，从宏观角度指出了该新型体系尚需开展的研究工作．

新型保温复合剪力墙结构体系的研究与分析

随着我国建筑节能的全面推进,墙体的构造与材料也在向着多样化发展。本文结合我国近年来保温复合剪力墙结构的发展,重点从墙体构造、受力性能以及其优异性等方面,来介绍目前研究较广泛的几种新型保温复合剪力墙结构体系。并针对各剪力墙结构体系存在的问题进行了阐述。

Research on seismic performance of shear walls with concrete filled steel tube columns and concealed steel trusses

In order to further improve the seismic performance of RC shear walls, a new composite shear wall with concrete filled steel tube （CFT） columns and concealed steel trusses is proposed. This new shear wall is a double composite shear wall; the first composite being the use of three different force systems, CFT, steel truss and shear wall, and the second the use of two different materials, steel and concrete. Three 1/5 scaled experimental specimens： a traditional RC shear wall, a shear wall with CFT columns, and a shear wall with CFT columns and concealed steel trusses, were tested under cyclic loading and the seismic performance indices of the shear walls were comparatively analyzed. Based on the data from these experiments, a thorough elastic-plastic finite element analysis and parametric analysis of the new shear walls were carried out using ABAQUS software. The finite element results of deformation, stress distribution, and the evolution of cracks in each phase were compared with the experimental results and showed good agreement. A mechanical model was also established for calculating the load-carrying capacity of the new composite shear walls. The results show that this new type of shear wall has improved seismic performance over the other two types of shear wails tested.

轻骨料免拆墙模复合剪力墙结构体系的施工技术

一直以来，建筑外墙结构和建筑节能技术都是建筑领域的重点话题，传统的建造模式和施工技术存在不同程度的局限性，随着技术的进步，基于轻骨料免拆墙模复合剪力墙结构体系的施工技术逐渐获得了广泛的应用。这种结构体系在承重效果和节能保温方面均具有独特的优势，为建筑行业解决剪力墙常见的自重大、刚度大、变形能力不足、保温性能差等问题提供了途径。