Journal of Shandong University(Engineering Science) ›› 2024, Vol. 54 ›› Issue (3): 94-102.doi: 10.6040/j.issn.1672-3961.0.2023.054
• Civil Engineering • Previous Articles
FAN Yujiang1,2, DING Jiaxiong2, HUANG Huanhuan1, LIAO Kai2, XU Jinbao2
CLC Number:
[1] 樊禹江, 葛俊, 艾斌平, 等. 新型装配式剪力墙抗震性能试验[J]. 哈尔滨工业大学学报, 2023, 55(5): 78-87. FAN Yujiang, GE Jun, AI Binping, et al. Experimental study on seismic behavior of a new fabricated shear wall[J]. Journal of Harbin Institute of Technology, 2023, 55(5): 78-87. [2] 樊禹江, 黄欢欢, 廖凯, 等. 新型装配式剪力墙抗震性能数值模拟与起滑荷载分析[J]. 湖南大学学报(自然科学版), 2023, 50(3): 41-50. FAN Yujiang, HUANG Huanhuan, LIAO Kai, et al. Numerical simulation on seismic performance and slip load analysis of new prefabricated shear walls[J]. Journal of Hunan University(Natural Sciences), 2023, 50(3): 41-50. [3] 李龙龙. 带肋钢筋与混凝土粘结滑移本构关系的理论和试验研究[D]. 大连:大连理工大学, 2016. LI Longlong. Theoretical and experimental study on bond stress-slip relationship between ribbed bar and concrete[D]. Dalian:Dalian University of Technology, 2016. [4] 郑山锁, 裴培, 张艺欣, 等. 钢筋混凝土粘结滑移研究综述[J]. 材料导报, 2018, 32(23): 4182-4191. ZHENG Shansuo, PEI Pei, ZHANG Yixin, et al. Review of research on bond-slip of reinforced concrete[J]. Materials Reports, 2018, 32(23): 4182-4191. [5] PANAGIOTOU M, RESTREPO J, SCHOETTLER M, et al. Nonlinear cyclic truss model for reinforced concrete walls[J]. Journal of Building Engineering, 2012, 109(2): 205-214. [6] 桂静. 基于等效桁架模型的钢筋混凝土结构数值分析[D]. 北京:北京交通大学, 2016. GUI Jing. Numerical analysis of reinforced concrete structures based on equivalent truss model[D]. Beijing:Beijing Jiaotong University, 2016. [7] YUAN Q, WANG Z H, LI H H, et al. Experimental study on seismic performance of new-type fabricated shear wall with mortar connection[J]. Journal of Building Engineering, 2021, 43: 103103. [8] ÁLVAREZ R, RESTREPO J I, PANAGIOTOU M. RC wall plastic hinge out-of-plane buckling: analysis using the nonlinear beam-truss model[J]. Journal of Structural Engineering, 2020, 146(12): 04020274. [9] CARRILLO J, CUBILLOS E, PARRA P F. Modeling the seismic response of thin concrete walls using the non-linear beam-truss model[J]. Journal of Building Engineering, 2022, 52: 104424. [10] DENG X, KOUTROMANOS I, MURCIA-DELSO J, et al. Nonlinear truss models for strain-based seismic evaluation of planar RC walls[J]. Earthquake Engineering & Structural Dynamics, 2021, 50(11): 2939-2960. [11] 张明. 等效桁架模型非线性有限元的研究与应用[D]. 长沙:湖南大学, 2012. ZHANG Ming. Research and application of equivalent truss model on nonlinear finite element[D]. Changsha:Hunan University, 2012. [12] 中国建筑科学研究院. 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. [13] 过镇海, 王传志. 多轴应力下混凝土的强度和破坏准则研究[J]. 土木工程学报, 1991, 24(3): 1-14. GUO Zhenhai, WANG Chuanzhi. Strength and failure criterion of concrete under multiaxial stress[J]. China Civil Engineering Journal, 1991, 24(3): 1-14. [14] 中国建筑科学研究院. 建筑抗震设计规范:GB 50011—2010[S]. 北京:中国建筑工业出版社, 2010. [15] 中国建筑科学研究院. 建筑抗震试验规程:JGJ/T 101—2015[S]. 北京:中国建筑工业出版社, 2011. [16] 殷晓三. 无明显屈服特征构件屈服点的确定与评价[J]. 地震工程与工程振动, 2019, 39(3): 143-150. YIN Xiaosan. Evaluation and determination methods on yield point of structural components without obvious yield feature[J]. Earthquake Engin-eering and Engineering Dynamics, 2019, 39(3): 143-150. [17] 冯鹏, 强翰霖, 叶列平. 材料、构件、结构的“屈服点”定义与讨论[J]. 工程力学, 2017, 34(3): 36-46. FENG Peng, QIANG Hanlin, YE Lieping, et al. Discussion and definition on yield points of materials, members and structures[J]. Engineering Mechanics, 2017, 34(3): 36-46. |
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