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[1]LIU Jia,LIU Han,PENG Lingyun,et al.Shaking Table Test of Concrete Staircase Model with Damping Supports[J].Journal of Seismological Research,2022,45(04):626-634.[doi:10.20015/j.cnki.ISSN1000-0666.2022.0067]

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Shaking Table Test of Concrete Staircase Model with Damping Supports

Journal of Seismological Research[ISSN 1000-0666/CN 53-1062/P] Volume: 45 Number of periods: 2022 04 Page number: 626-634 Column: Public date: 2022-08-20

Title:: Shaking Table Test of Concrete Staircase Model with Damping Supports

Author(s):: LIU Jia¹; LIU Han²; PENG Lingyun²; YIN Yiwen²; LIU Wen²; KANG Yingjie³; (1.Logistics Support Department of Beijing University of Technology,Beijing 100124,China)(2.Beijing Key Lab of Earthquake Engineering and Structural Retrofit,Beijing University of Technology,Beijing 100124,China)(3.Department of Civil Engineering,Tsinghua University,Beijing 100084,China)

Keywords:: damping support; concrete stairs; seismic performance; model structure; shaking table test

CLC:: TU352; TU375

DOI:: 10.20015/j.cnki.ISSN1000-0666.2022.0067

Abstract:: In order to study the seismic performance of the concrete stair with damping support at the lower end of the ladder slab,a 1/3-scale model structure was designed and made,and a shaking table test was carried out.By inputting different seismic waves,the damage and failure of the model were observed,and the dynamic characteristics,acceleration response,displacement response and strain response of the model were analyzed.The results show that the damping bearing stair releases the slanting effect of the stair plate,thus,changes its own force transmission path and internal force distribution.And the stair components do not fail prior to the main structure.In case of the rare earthquake,the damage of the model is light and its seismic performance is good.And the damping support has no obvious vertical warping,and the horizontal slip is small.This proves that the effective connection between the ladder slab and the platform slab can be guaranteed in case of the rare earthquake.

References:: 曹达忠,彭凌云,高志强,等.2018.钢筋混凝土框架结构带高端平台板滑动支座楼梯抗震性能试验研究[J].建筑结构学报,39(7):46-54.
邓雪松,罗德章,周云,等.2017.消能减震楼梯间减震性能有限元分析[J].工程抗震与加固改造,39(1):55-63,108.
刘伟庆,缪卓君,王曙光,等.2016.新型分阶段屈服型软钢阻尼器的试验研究及数值模拟[J].振动与冲击,35(3):87-92.
彭珺洁,彭凌云,康迎杰,等.2018.变截面U型钢阻尼器的滞回性能及其应用研究[J].工业建筑,48(10):115-120,147.
彭凌云,李姣姣,曹达忠,等.2019.带高端和低端平板滑动支座楼梯抗震性能研究[J].沈阳建筑大学学报(自然科学版),35(4):577-585.
彭凌云,李姣姣,康迎杰,等.2021.钢框架结构阻尼支座楼梯抗震性能研究[J].建筑结构学报,42(1):84-92.
清华大学,西南交通大学,北京交通大学土木工程结构专家组.2008.汶川地震建筑震害分析[J].建筑结构学报,29(4):1-9.
涂军.2012.钢筋混凝土框架楼梯间振动台试验研究[D].北京:北京工业大学.
王亚勇.2008.汶川地震建筑震害启示:三水准设防和抗震设计基本要求[J].建筑结构学报,29(4):26-33.
辛力,曾凡生,梁兴文,等.2017.隔震橡胶支座楼梯间模型结构振动台试验研究[J].建筑结构学报,38(8):35-44.
尹保江,黄世敏,程邵革,等.2008.汶川地震中建筑楼梯震害原因分析[C]// 汶川地震建筑震害分析与重建研讨会论文集.北京:中国土木工程学会,290-294.
赵均,侯鹏程,刘敏,等.2014.混凝土框架楼梯设置滑动支座的结构模型振动台试验研究[J].建筑结构学报,35(3):53-59.
16G101—2,国家建筑标准设计图集[S].
GB 50011—2010,建筑抗震设计规范[S].
GB/T 228.1—2010,金属材料拉伸试验:第1部分:室温试验方法[S].
GB/T 50081—2016,普通混凝土力学性能试验方法标准[S].
JGJ/T 101—2015,建筑抗震试验规程[S].

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Last Update: 2022-08-01