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第 8 期 李曰兵,等: 后置翼墙法加固弱节点型 RC 框架试验研究 1899
ZHANG Lingxin, WANG Caiquan, LIU Jieping. Anal‑ [16] 中华人民共和国住房和城乡建设部 . 建筑抗震加固技
ysis of the influence on structural seismic capability by 术规程: JGJ 116—2009[S]. 北京: 中国建筑工业出版
wing wall strengthening method[J]. China Civil Engi‑ 社, 2009.
neering Journal, 2012, 45(Sup2): 16-21. Ministry of Housing and Urban‑Rural Development,
[9] 王财权 . 单跨框架结构翼墙加固抗震性能研究[D]. 哈 PRC. Technical specification for seismic strengthening
尔滨: 中国地震局工程力学研究所, 2012. of buildings: JGJ 116—2009[S]. Beijing:China Archi‑
WANG Caiquan. Analysis of the influence on single- tecture and Building Press, 2009.
span structural seismic capability by wing wall strength‑ [17] 中华人民共和国住房和城乡建设部 . 建筑抗震试验规
ening method[D]. Harbin: Institute of Engineering Me‑ 程 : JGJ/T 101—2015[S]. 北 京 : 中 国 建 筑 工 业 出 版
chanics, CEA, 2012. 社, 2015.
[10] LI Y B, SANADA Y. Seismic strengthening of exist‑ Ministry of Housing and Urban-Rural Development,
ing RC beam-column joints by wing walls[J]. Earth‑ PRC. Specification for seismic test of buildings:JGJ/T
quake Engineering and Structural Dynamics, 2017, 46 101—2015[S]. Beijing: China Architecture & Building
(12): 1987-2008. Press, 2015.
[11] LI Y B, SANADA Y, MAEKAWA K, et al. Seismic
[18] NING N, QU W J, ZHU P. Role of cast-in situ slabs
strengthening and rehabilitation of RC frame structures
in RC frames under low frequency cyclic load[J]. Engi‑
with weak beam-column joints by installing wing walls
neering Structures, 2014, 59: 28-38.
[J]. Bulletin of Earthquake Engineering, 2019, 17(5):
[19] HE W F, KANG J Z, YANG S, et al. Experimental
2533‑2567.
research on the seismic characteristics of a precast frame
[12] SANADA Y, KISHIMOTO I, KUROKI M, et al.
structure with a viscous damper[J]. Journal of Earth‑
Preliminary Report on Damage to Buildings due to the
quake Engineering, 2023, 27(4): 959-980.
September 2 and 30, 2009 Earthquakes in Indonesia
[20] 中华人民共和国住房和城乡建设部 . 混凝土结构设计
[C]// Proceedings of the Eleventh Taiwan-Korea-Ja‑
规范: GB 50010—2010[S]. 北京: 中国建筑工业出版
pan Joint Seminar on Earthquake Engineering for Build‑
ing Structures. Kyoto, Japan, 2009: 2-3. 社,2010.
[13] Architectural Institute of Japan (AIJ). Design guide‑ Ministry of Housing and Urban ‑ Rural Development,
lines for earthquake resistant reinforce concrete build‑ PRC. Code for design of concrete structures: GB
ings based on inelastic displacement concept[S]. 1999. 50010—2010[S]. Beijing: China Architecture and
[14] American Concrete Institute(ACI). Building Code Re‑ Building Press, 2010.
quirements for Structural Concrete: ACI 318—14[S]. [21] CLOUGH R W. Effect of stiffness degradation on earth‑
2014. quake ductility requirements[C]// Proceedings of Ja‑
[15] SHIOHARA H, KUSUHARA F. The next generation pan Earthquake Engineering Symposium. Tokyo,1966:
seismic design for reinforced concrete beam-column 227‑232.
joints[C]// Proceedings of the Tenth U. S. National
Conference on Earthquake Engineering. Anchorage, 通信作者:李曰兵(1980―),男,博士,副教授。
AK, 2014. E-mail: sdlybing@hotmail.com

