Seismic Behavior and Design of Hybrid Wall Systems

摘要本研究的重点是通过详细的非弹性动力分析来更好地理解混合墙体系的地震反应。将考虑两种类型的混合墙系统，a)由实体或穿孔钢筋混凝土剪力墙和钢弯矩框架组成的结构系统，b)由钢梁耦合剪力墙和钢弯矩框架组成的结构系统。调查包括三个相互关联的部分。第一部分将侧重于现有有限元程序的开发，包括能够模拟墙板复杂行为的墙体有限元。第二部分涉及使用现有规定设计一些原型混合墙系统。第三部分涉及使用开发的分析工具进行大量的非弹性动态分析。分析将集中在1)确定耦合剪力墙之间的最佳耦合程度，2)更多地揭示剪力墙与弯矩框架之间的相互作用，3)建立以设计为导向的方法来确定墙体和框架内的力分布，3)建立以设计为导向的方法来确定墙体和框架内的力分布，4)评估目前推荐的混合墙系统及其组件的设计规定。该项目最重要的成果之一将是确定不同地震荷载水平和不同结构行为极限状态下的性能指标。这些数据对于未来开发基于混合墙系统性能的设计标准将是非常宝贵的。本项目由NSF 94-154项目第四年竞赛资助。

9870927AbstractThis research will focus on developing a better understanding of the seismic response of hybrid wall systems through detailed inelastic dynamic analyses. Two types of hybrid wall systems will be considered, a) structural systems comprised of solid or perforated reinforced concrete shear walls and steel moment frames, and b) structural systems comprised of steel-girder-coupled shear walls and steel moment frames. The investigation includes three interrelated components. The first component will focus on development of and existing finite element program to include wall finite elements capable of simulating the complex behavior of wall panels. The second part involves the design of a number of prototype hybrid wall systems using currently existing provisions. The third component involves conducting a large number of inelastic dynamic analyses using the developed analytical tools. The analyses will concentrate on 1) identifying the optimal degree of coupling between coupled shear walls, 2) shedding more light on the interaction between shear walls and moment frames, 3) establishing design oriented methods for determining the distribution of forces in the walls and frames, 3) establishing design oriented methods for determining the distribution of forces in the walls and frames, and 4) assessing currently recommended provisions for the design of hybrid wall systems and their components.One of the most important products of this project will be the determination of performance measures for different levels of earthquake loading and for different limit states of structural behavior. This data will be invaluable for the future development of performance based designed criteria for hybrid wall systems.This project is supported under the 4th year competition of initiative NSF 94-154.