原文传递
Capacity Evaluation of Typical Track-to-Concrete Power-Actuated Fastener Connections in Non structural Walls
| 题名： | Capacity Evaluation of Typical Track-to-Concrete Power-Actuated Fastener Connections in Non structural Walls |
| 正文语种： | 英文 |
| 作者： | Esmaeel Rahmanishamsi, S.M.ASCE; Siavash Soroushian, M.ASCE;Emmanuel “Manos” Maragakis, M.ASCE |
| 作者单位： | Univ, of Nevada |
| 关键词： | Nonstructural systems; Cold-formed steel; Partition walls; Conn ections; Cyclic response. |
| 摘要： | Damage to track-to-concrete connections has been widely reported in experimental studies on the seismic performance of non-structural partition walls. These connections are commonly comprised of light-gauge cold-formed steel tracks attached to the concrete base material with power-actuated fasteners (PAFs). The failure of PAF connections resulted in a loss of strength and stiffness of the partition walls and led to subsequent damage mechanisms. A series of component-level experiments was conducted at the University of Nevada, Reno, to characterize the cyclic response and damage mechanisms of track-to-concrete PAF connections subjected to either tension or shear force. The observed damage mechanisms and force-displacement responses are presented and compared for two track thicknesses. Also, the accuracy of available design provisions for predicting the ultimate connection capacity was investigated. The data were then used to develop the capacity fragility curves in terms of connection displacement. Additionally, a series of nonlinear numerical hinge models was proposed and calibrated using component experimental data to represent the hysteretic behavior of track-to-concrete connections. DOI: 10.1061/(ASCE)ST. 1943-541X.0001472. © 2016 American Society of Civil Engineers. |
| 出版日期： | 2016.06 |
| 出版年： | 2016 |
| 期刊名称： | Journal of Structural Engineering |
| 卷： | Vol.142 |
| 期： | NO.06 |
| 页码： | 04016015 |
相关文献
- Behavior and Design of Power-Actuated Fastener Connections in Cold-Formed Steels Subjected to Shear
- Cyclic Experiments on Sidelap and Structural Connectors in Steel Deck Diaphragms
- Strength of Shear Nailed Connections in Thin Steel Sheets
- Power-Actuated Fasteners Connecting High-Strength Steel Plate to Mild Steel Plate under Monotonic Shear Loading
- Performance of T-Stub to CFT Joints Using Blind Bolts with Headed Anchors
- Power-Actuated Fasteners Connecting Cold-Formed Sheet Steels under Monotonic Tension Loading
检索历史
应用推荐
