Performance Analysis of High-Efficient Prefabricated Steel Frame with Slit Steel Plate Shear Wall
结果表明：数值模拟得到的滞回曲线、框架开口宽度等结果与试验结果吻合较好，能很好地模拟出节点开口闭合机制效果；高效装配钢框架-开缝钢板剪力墙结构具有良好的开口闭合机制和自复位能力，初始刚度高，耗能能力良好，侧向承载力较高；高效装配钢框架-开缝钢板剪力墙结构残余开口较小，试验过程中的最大索力远小于钢绞线屈服索力，高效装配钢框架除了柱脚处有轻微塑性，整体框架基本保持弹性状态，为结构承受更大地震作用提供良好基础。通过对高效装配钢框架-开缝钢板剪力墙结构与没有设置开缝钢板剪力墙的高效装配钢框架数值模拟结果进行对比分析可以看出，开缝钢板剪力墙可以有效提高结构的刚度和耗能能力，开缝钢板剪力墙屈曲耗能，很好地保护框架主体结构，从而在震后能够通过更换开缝钢板剪力墙快速恢复主体结构功能。Abstract: In recent years, earthquake disasters have occurred frequently. Traditional steel structure buildings have large residual deformations after earthquakes and are difficult to repair. However, self-centering structures have achieved the anti-seismic goal of minimal damage in the earthquake and continued to use without repairing or minor repairing after the earthquake, which has been widely concerned by scholars at home and abroad. A new type of high-efficiency assembly self-centering steel frame structure system based on prestressing technology and bolt connection has been proposed in recent years, and the goal of high-efficiency assembly without high-altitude tensioning and short construction period is achieved under the premise of similar functions to the traditional self-centering steel structure system. On this basis, an efficient assembly steel frame with slotted steel plate shear wall structure was proposed and the pseudo-static test study of the structure was completed. The structure is mainly composed of two parts, a high-efficiency assembly steel frame and a slotted steel plate shear wall respectively, which are connected by high-strength bolts to achieve efficient assembly. The high-efficiency assembly steel frame is composed of steel columns and prestressed steel beams, which are connected by steel strands and high-strength bolts.
The ABAQUS finite element software was used to numerically simulate the structure test of the high-efficiency assembly steel frame with slotted steel plate shear wall. The main components such as steel columns, prestressed steel beams and steel plate shear walls in the high-efficiency assembly steel frame structure were all adopted C3D8R eight-node hexahedral linear elements, and the prestressed steel strands adopted T3D3 three-dimensional three-node truss elements. The effects of geometric nonlinearity and material nonlinearity were considered when calculating the model, and the numerical simulation adopts the same displacement loading system as the experiment. The test and numerical simulation of the structure ended at elastoplastic story drift limit 1/50.
The numerical simulation and test results were compared and analyzed to verify the reliability of the finite element analysis method. At the same time, to further study the seismic performance of the high-efficiency assembly steel frame with slotted steel plate shear wall and the effect of the slotted steel plate shear wall, the performance of the high-efficiency assembly steel frames with and without slotted steel plate shear wall, such as hysteresis curves, energy consumption performance, stiffness, self-centering capacity and equivalent plastic strain were compared and analyzed.
The results show that the hysteresis curve and frame gap opening width obtained by the numerical simulation are in good agreement with the test, and the effect of the opening and closure mechanism of the node can be simulated well. Efficiently assembled steel frame with slotted steel plate shear wall has a good opening closing mechanism and self-centering capability, high initial rigidity, good energy consumption capacity, and high lateral bearing capacity. Efficiently assembled steel frame with slotted steel plate shear wall structure has small residual gap opening, and the maximum force during the test is much smaller than the yield force of the steel strand. The high-efficiency assembly steel frame basically maintains elastic state except for the slight plasticity at the column feet, which provides a good foundation for the structure to withstand greater earthquake action. By comparing the numerical simulation results of the high-efficiency assembly steel frames with and without slotted steel plate shear wall, it can be seen that the slotted steel plate shear wall can effectively improve the rigidity of the structure and energy consumption capacity. The energy consumption of the slotted steel plate shear wall buckling can provide good protection of the main structure of the frame, so that the function of the main structure can be quickly restored by replacing the slotted steel plate shear wall after an earthquake.
Garlock M,Ricles J,Sause R,et al. Post-tensioned seismic resistant connections for steel frames[C]//Structural Stability Research Council Conference Workshop. Rolla Missouri:Structural Stability Research Council,1998. Ricles J M,Sause R,Peng S W,et al. Experimental evaluation of earthquake resistant post-tensioned steel connections[J]. Journal of Structural Engineering,2002,128(7):850-859. Garlock M,Ricles J,Sause R. Experimental studies on full-scale post-tensioned steel connections[J]. Journal of Structural Engineering,2005,131(3):438-448. Clayton P M, Tsai C Y, Berman J W, et al. Comparison of web plate numerical models for self-centering steel plate shear walls[J]. Earthquake Engng Struct. Dyn., 2015, 44:2093-2110. Alavi E,Nateghi F. Experimental study on diagonally stiffened steel plate shear walls with central perforation[J].Journal of Constructional Steel Research, 2013, 89(5):9-20. 曹春华,郝际平,王迎春,等.开缝薄钢板剪力墙低周反复荷载试验研究[J].西安建筑科技大学学报(自然科学版),2008(1):46-52. 陈麟,罗小奇,吴珊瑚,等.自复位两边连接钢板剪力墙工作性能分析[J].钢结构,2017,32(3):7-12. 罗小奇,陈麟,吴珊瑚.自复位钢板剪力墙结构性能分析[J].建筑钢结构进展,2018,20(1):23-31. 吴笑. 单个蝴蝶形钢板剪力墙-自复位钢框架结构体系的试验研究[D].苏州:苏州科技大学,2018. 于金光,党晨,刘俊杰,等.钢板剪力墙等代模型动力性能的适用性研究[J].钢结构(中英文),2019,34(12):52-57. 张艳霞.可恢复功能的拉索预应力装配式钢框架抗震性能研究[D].北京:北京工业大学,2015. 张爱林,张艳霞,刘学春.震后可恢复功能的预应力钢结构体系研究展望[J].北京工业大学学报,2013,39(4):507-515. 张艳霞,叶吉健,赵微,等.自复位平面钢框架推覆分析[J].地震研究,2014,37(3):475-483. 张艳霞,张爱林,孙文龙.震后可恢复功能的钢框架预应力梁柱节点性能研究[J].工业建筑,2014,44(11):160-167,18. Zhang A L,Zhang Y X,Li R,et al. Cyclic behavior of a prefabricated self-centering beam-column connection with a bolted web friction device[J]. Engineering Structures,2016,111:185-198. 张爱林,张艳霞,赵微,等.可恢复功能的装配式预应力钢框架拟动力试验研究[J].振动与冲击,2016,35(5):207-215. 曹金凤,石亦平. ABAQUS有限元分析常见问题解答[M]. 北京:机械工业出版社,2010. 张艳霞,费晨超,宁广,等.半刚接自复位装配式钢框架拟动力试验模拟分析[J].钢结构,2016,31(9):16-19,54. ATC. Quantification of building seismic performance factors:ATC-63[R]. Washington D C:Applied Technology Council, 2008. 中华人民共和国住房和城乡建设部. 建筑抗震设计规范:GB 50011-2010[S]. 北京:中国建筑工业出版社,2016.
- 文章访问数: 284
- HTML全文浏览量: 26
- PDF下载量: 25
- 被引次数: 0