原文传递
Development and Utilization of a Database of Infilled Frame Experiments for Numerical Modeling
| 题名： | Development and Utilization of a Database of Infilled Frame Experiments for Numerical Modeling |
| 正文语种： | 英文 |
| 作者： | Honglan Huang, S.M.ASCE; Henry V. Burton, M.ASCE;Siamak Sattar |
| 作者单位： | Univ, of California;National Institute of Standards and Technology |
| 关键词： | Masonry infilled frame; Database; Numerical modeling; Empirical model |
| 摘要： | Reliable analytical and empirical models of the force-deformation parameters used to characterize the nonlinear behavior of masonry panels are essential to simulating the seismic response of infilled reinforced concrete and steel frame systems. This paper presents the development of empiricalequations to predict the backbone curve parameters of infill panels modeled using equivalent struts. For this purpose, a database of 264 infilled frame experiments is assembled from the existing literature. The experimental data from a subset of 113 specimens is used to calibrate the force-deformation parameters of the infill equivalent struts. Using the results from multivariate regression analyses, empirical equations are proposed for the backbone curve parameters that define the axial response of the infill struts. Discussions and recommendations for the cyclic degradation and pinching effect parameters are also presented. |
| 出版日期： | 2020 |
| 出版年： | 2020 |
| 期刊名称： | Journal of Structural Engineering |
| 卷： | Vol.146 |
| 期： | No.06 |
| 页码： | 04020079 |
相关文献
- MID 1.1: Database for Characterization of the Lateral Behavior of Infilled Frames
- Finite-Element Modeling of Hybrid Concrete-Masonry Frames Subjected to In-Plane Loads
- Experimental Investigation of Mechanical Model of an RC Frame with Infilled Wall and Localized Corrosion
- Enabling Network-Wide Tolling-Strategy Assessment via Customized Route-Choice Simulation Module
- Lateral Behavior of Masonry-Infilled Wood Frames with Wood Diagonal Bracings of Different Forms
- Effects of Infilled Walls with and without Openings on Progressive Collapse Resistance of Steel Frames under Corner Column Loss Condition
检索历史
应用推荐
