[1] 张富文,许清风,李向民.摇摆墙结构体系研究进展[J].结构工程师,2015,31(6):224-231.
ZHANG Fuwen,XU Qingfeng,LI Xiangmin.State-of-the-art on rocking wall structures[J].Structural Engineers,2015,31(6):224-231.(in Chinese)
[2] 徐培蓁,韩真真,李燊,等.框架-摇摆墙结构的刚度比对框架结构抗震性能的影响[J].结构工程师,2019,35(4):105-110.
XU Peizhen,HAN Zhenzhen,LI Shen,et al.Influence on seismic performance of frame rocking wall structure stiffness ratio[J].Structural Engineers,2019,35(4):105-110.(in Chinese)
[3] 曹海韵,潘鹏,叶列平,等.混凝土框架摇摆墙结构体系的抗震性能分析[J].建筑科学与工程学报,2011,28(1):64-69.
CAO Haiyun,PAN Peng,YE Lieping,et al.Seismic performance analysis of RC frame rocking-wall structure system[J].Journal of Architecture and Civil Engineering,2011,28(1):64-69.(in Chinese)
[4] 吴守君,潘鹏,张鑫.框架-摇摆墙结构受力特点分析及其在抗震加固中的应用[J].工程力学,2016,33(6):54-60,67.
WU Shoujun,PAN Peng,ZHANG Xin.Characteristics of frame rocking wall structure and its application in aseismic retrofit[J].Engineering Mechanics,2016,33(6):54-60,67.(in Chinese)
[5] WADA A,QU Z,et al.MOTOYUI S.Seismic retrofit of existing SRC frames using rocking walls and steel dampers.Front.Archit.Civ.Eng.China,2011,5:259-266.
[6] 中华人民共和国住房和城乡建设部.混凝土结构设计规范:GB 50010—2010[S].北京:中国建筑工业出版社,2011.
Ministry of Housing and Urban-Rural Development of the People’s Republic of China.Code for design of concrete structures:GB 50010—2010[S].Beijing:China Building Industry Press,2011.(in Chinese)
[7] 李睿. 框架结构“强柱弱梁”屈服机制研究[D].吉林:吉林建筑大学,2019.
LI Rui.Study on yield mechanism of frame structure “strong column weak beam”[D].Jilin:Jilin Jianzhu University,2019.(in Chinese)
[8] 沈召义. RC框架结构梁柱节点强柱弱梁拟静力试验研究[D].北京:中国地震局工程力学研究所,2021.
SHEN Zhaoyi.Pseudo-static test research on strong column weak beam of RC frame structure beam-column connection[D].Beijing:Institute of Engineering Mechanics,China Earthquake Administration,2021.(in Chinese)
[9] SUWITO,DINARIANA D,NURJAMAN H,et al.Damage assessment of rental low-cost housing flats in central Sulawesi Indonesia affected by Palu earthquake[C].Proceedings of The 17th World Conference on Earthquake Engineering,Sendai,2020.
[10] TAJIRI S,KABEYASAWA Toshimi,KABEYASAWA Toshikazu.Damage to reinforced concrete school buildings by 2016 Kumamoto earthquake[C].Proceedings of The 17th World Conference on Earthquake Engineering,Sendai,2020.
[11] 曲哲,和田章,叶列平.摇摆墙在框架结构抗震加固中的应用[J].建筑结构学报,2011,32(9):11-19.
QU Zhe,HE Tianzhang,YE Lieping.Seismic retrofit of frame structures using rocking wall system[J].Journal of Building Structures,2011,32(9):11-9.(in Chinese)
[12] ZHOU Y,YAO D,CHEN Y,et al.Upgraded parameter model of frame pin-supported wall structures[J].Struct Design Tall Spec Build,2021;30:e1852.
[13] 李青倩. 框架–摇摆墙结构体系的简化数学模型及关键影响参数研究[D].宁波:宁波大学,2020.
LI Qingqian.Study on simplified mathematical model and key parameters of frame-rocking wall structures[D].Ningbo:Ningbo University,2020.(in Chinese)
[14] PAN P,WU S,NIE X.A distributed parameter model of a frame pin-supported wall structure[J].Earthquake Engineering & Structural Dynamics,2015,44(10):1643-1659.
[15] 李青倩,陈跃,盛涛.变刚度框架-摇摆墙结构参数模型研究[J].自然灾害学报,2021,30(5):171-180.
LI Qingqian,CHEN Yue,SHENG Tao.Research on a parameter model of frame-rocking wall structures with variable stiffness[J].Journal of Natural Disasters,2021,30(5):171-180.(in Chinese)