节点张开后刚度对变摩擦耗能自复位预应力混凝土框架抗震性能的影响分析

黄林杰; 曾滨; 周臻; 张文清; 桑晨旭; 张静茹

doi:10.13204/j.gyjzG22072916

节点张开后刚度对变摩擦耗能自复位预应力混凝土框架抗震性能的影响分析

doi: 10.13204/j.gyjzG22072916

1. 南京林业大学土木工程学院, 南京 210037;
2. 中冶建筑研究总院有限公司, 北京 100088;
3. 东南大学, 混凝土及预应力混凝土结构教育部重点实验室, 南京 210096

基金项目:

国家自然科学重点基金（52038010）；国家自然科学基金项目（52208480）；江苏省高校自然科学基金面上项目（22KJB560007）；江苏省"双创博士"项目（JSSCBS20210553）；大学生实践创新训练计划项目（2021NFUSPITP0188、202210298100Y、2022NFUSPITP0134）。

详细信息

作者简介:
黄林杰,男,1988年出生,博士,讲师。电子信箱:ljhuang@njfu.edu.cn

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出版历程
- 收稿日期: 2022-08-30
- 网络出版日期: 2023-03-22

Influence of Joint Stiffness After Gap Opening on Seismic Performance of Self-Centering Prestressed Concrete Frames with Variable Friction Dampers

1. College of Civil Engineering, Nanjing Forestry University, Nanjing 210037, China;
2. Central Research Institute of Building and Construction, MCC Group, Beijing 100088, China;
3. Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education, Southeast University, Nanjing 210096, China

摘要

摘要:
自复位预应力混凝土（SCPC）框架在梁柱节点张开后的刚度显著降低，导致罕遇地震下结构的层间侧移角较大。利用具有第三刚度的变摩擦（VFD）耗能SCPC节点构造可有效提高结构罕遇地震下刚度，降低层间侧移。选择我国8度设防地区的一VFD-SCPC框架为分析算例，利用OpenSees分析软件建立其有限元模型。以12条地震波为输入，研究节点张开后刚度（第二刚度和第三刚度）对VFD-SCPC框架抗震性能的影响。结果表明：增大节点的第二刚度可以降低罕遇地震下结构的层间侧移角，但不会改变层间侧移的分布模式；增加节点的第三刚度不仅可以显著降低结构的层间侧移角和柱内力，且可以降低结构的高阶模态效应，从而降低上部楼层的层间变形，同时保证较好的复位效果。
- 节点张开后刚度 /
- 自复位预应力混凝土 /
- 变摩擦 /
- 高阶模态
Abstract:
Due to the decrease of the joint stiffness after gap opening for the self-centering prestressed concrete (SCPC) frames, the inter-story drift of structures under rare earthquakes has increased obviously. The SCPC beam-to-column joints with variable friction dampers (VFD), characterized by a third stiffness, is useful to improve the stiffness of structures under major earthquakes, so as to decrease the inter-story drift of structures. A VFD-SCPC frame located in the area with a seismic fortification intensity of eight degree was taken as the analytical case. The numerical model was established via nonlinear finite software OpenSees, and 12 earthquake waves were used as the excitation to study the influence of the connection stiffness after gap opening, including the second and third stiffness, on the seismic performance of VFD-SCPC frames. The results showed that increasing the second stiffness could reduce the inter-story drift for entire structures, while the distribution of lateral deformation could not be changed. While increasing the third stiffness was not only useful to decrease the inter-story drift and column moment, but also beneficial to decrease the higher mode effect so as to decrease the deformation of higher stories, guaranteeing the expected re-centering effect.
- joint stiffness after gap opening /
- self-centering prestressed concrete /
- variable friction /
- higher modal

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参考文献(11)

[1]	吕西林, 武大洋, 周颖.可恢复功能防震结构研究进展[J].建筑结构学报, 2019, 40(2):1-15.
[2]	PARK R.A perspective on the seismic design of precast concrete Structures in New Zealand[J].PCI Journal, 1995, 40(3):40-60.
[3]	PAMPANIN S, PRIESTLEY M J N, SRITHATAN S.Analytical modeling of the seismic behavior of precast concrete frames designed with ductile connections[J].Journal of Earthquake Engineering, 2001, 5(3):329-367.
[4]	MORGEN B G, KURAMA Y C. Seismic response evaluation of posttensioned precast concrete frames with friction dampers[J]. Journal of Structural Engineering, 2008, 134(1):132-145.
[5]	SONG L L, GUO T, CHEN C. Experimental and numerical study of a self-centering prestressed concrete moment resisting frame connection with bolted web friction devices[J]. Earthquake Engineering & Structural Dynamics, 2014, 43(4):529-545.
[6]	LI L M. Further experiments on the seismic performance of structural concrete beam-column joints designed in accordance with the principles of damage avoidance[D]. Christchurch:University of Canterbury Civil Engineering, 2006.
[7]	KAM W Y, PAMPANIN S, PALERMO A, et al. Design procedure and behaviour of advanced flag-shape (AFS) MDOF systems[R]. Christchurch:University of Canterbury Civil & Natural Resources Engineering, 2008:1-18.
[8]	HUANG L J, ZHOU Z, HUANG X G, et al. Variable friction damped self-centering precast concrete beam-column connections with hidden corbels:experimental investigation and theoretical analysis[J]. Engineering Structures, 2020(206). DOI: 10.1016/j.engstruct.2019.1110150.
[9]	宋良龙, 郭彤. 腹板摩擦式自定心预应力混凝土框架的抗震性能研究[J].工程力学, 2014, 31(12):47-55.
[10]	HUANG L J, CLAYTON P M, ZHOU Z. Seismic design and performance of self-centering precast concrete frames with variable friction dampers[J]. Engineering Structures, 2021, 245. DOI: 10.1016/j.engstruct.2021.112863.
[11]	Applied Technology Council (ATC). Quantification of building seismic performance factors[R]. California:Federal Emergency Management Agency, 2009.