[1] |
Li V C, Leung C K Y. steady-state and multiple cracking of short random fiber composites[J]. ASCE Journal of Engineering Mechanics, 1992, 188(11):2246-2264.
|
[2] |
Li V C. Engineered cementitious composites through micromechanical modeling[C]. Banthia N, Bentur A, Mufti A. Proceedings of Fiber Reinforced Concrete:Present and the Furture. Montreal:Canadian Society for Civil Engineering, 1998:64-97.
|
[3] |
Li V C. On engineered cementitious composites (ECC)-A review of the material and its applications[J]. Journal of Advanced Concrete Technology, 2003, 1(3):215-230.
|
[4] |
Li V C, Wang S, Wu C. Tensile strain-hardening behavior of PVA-ECC[J]. ACI Materials Journal, 2001, 98(6):483-492.
|
[5] |
侯利军, 张秀芳, 徐世烺. 拉伸应变硬化UHTCC材料的弯曲变形分析[J]. 工程力学, 2011, 28(8):9-16. Hou Lijun, Zhang Xiufang, Xu Shilang. Flexural deformation analysis on tensile strain hardening UHTCC[J]. Engineering Mechanics, 2011, 28(8):9-16. (in Chinese)
|
[6] |
Cancer A, Zia P. Behavior and design of link slabs for jointless bridge decks[J]. PCI Journal, 1998, 43(3):68-80.
|
[7] |
李庆华, 徐世烺. 超高韧性水泥基复合材料基本性能和结构应用研究进展[J]. 工程力学, 2009, 26(增刊Ⅱ):23-67. Li Qinghua, Xu Shilang. Performance and application of ultra high toughness cementitious composite:a review[J]. Engineering Mechanics, 2009, 26(Suppl Ⅱ):23-67. (in Chinese)
|
[8] |
徐世烺, 王楠, 尹世平. 超高韧性水泥基复合材料加固钢筋混凝土梁弯曲控裂试验研究[J]. 建筑结构学报, 2011, 32(9):115-122. Xu Shilang, Wang Nan, Ying Shiping. Experimental study on flexural characteristics of RC beams strengthened with post-poured ultra high toughness cementitious composites[J]. Journal of Building Tructures, 2011, 32(9):115-122. (in Chinese)
|
[9] |
邓明科, 秦萌, 梁兴文. 高延性纤维混凝土抗压性能试验研究[J]. 工业建筑, 2015, 45(4):120-126. Deng Mingke, Qin Meng, Liang Xingwen. Experimental study of compressive behavior engineered cementitious composites[J]. Industral Construction, 2015, 45(4):120-126. (in Chinese)
|
[10] |
邓明科, 刘海勃, 秦萌, 等. 高延性纤维混凝土抗压韧性试验研究[J]. 西安建筑科技大学学报(自然科学版), 2015, 47(5):660-667. Deng Mingke, Liu Haibo, Qin Meng, et al. Experimental research on compressive toughness of the high ductile fiber reinforced concrete[J]. Journal of Xi'an University of Architecture & Technology:Natural Science Edition, 2015, 47(5):660-667. (in Chinese)
|
[11] |
邓明科, 孙宏哲, 梁兴文, 等. 延性纤维混凝土抗压与抗弯性能试验研究[J]. 工业建筑, 2014, 44(5):85-90. Deng Mingke, Qin Meng, Liang Xingwen, et al. Experimental study of flexural behavior of ductile fiber reinforced concrete[J]. Industral Construction, 2014, 44(5):85-90. (in Chinese)
|
[12] |
邓明科, 高晓军, 梁兴文. ECC面层加固砖墙抗震性能试验研究[J]. 工程力学, 2013, 30(6):168-174. Deng Mingke, Gao Xiaojun, Liang Xingwen. Experimental investigation on aseismic behavior of brick wall strengthened with ECC splint[J]. Engineering Mechanics, 2013, 30(6):168-174. (in Chinese)
|
[13] |
周云, 邹征敏, 张超, 等. 汶川地震砌体结构的震害与改进砌体结构抗震性能的途径和方法[J]. 防灾减灾工程学报, 2009, 29(1):109-113. Zhou Yun, Zou Zhengmin, Zhang Chao, et al. Study on the damages to masonry-building in Wenchuan Earthquake as well as the corresponding aseismic approach and methods[J]. Journal of Disaster Prevention and Mitigation Engineering, 2009, 29(1):109-113. (in Chinese)
|
[14] |
吴昊, 赵世春, 许浒, 等. 基于破坏机制控制的砌体结构教学楼抗震加固设计研究[J]. 土木工程学报, 2014, 47(3):12-18. Wu Hao, Zhao Shichun, Xu Hu, et al. Study on seismic strengthening design of masonry school building based on failure mechanism control[J]. China Civil Engineering Journal, 2014, 47(3):12-18. (in Chinese)
|
[15] |
JGJ 101-96, 建筑抗震试验方法规程[S]. 北京:中国建筑工业出版社, 1997. JGJ 101-96, Specification of testing methods for arthquake resistant building[S]. Beijing:China Architecture Industry Press, 1997. (in Chinese)
|
[16] |
Mahmoud A D S, Hamid A A, El Mags S A. Lateral response of unreinforced solid masonry shear walls:an experimental study[C]//Hamilton:Proceedings of 7th Canadian Masonry Symposium, 1995:110-125.
|
[17] |
Andreaus U, Ceradini G. Failure modes of solid brick masonry under in-plane loading[J]. Mas Int, 1992, 6(1):4-8.
|
[18] |
Andreaus U. Failure criteria for masonry panels under in-plane loading[J]. Journal of Structural Engineering, 1996, 122(1):37-46.
|
[19] |
Magenes G, Calvi G M. In-plane seismic response of brick masonry walls[J]. Earthq Eng Struct Dynam, 1997, 26(11):1091-112.
|
[20] |
郑妮娜. 装配式构造柱约束砌体结构抗震性能研究[D]. 重庆:重庆大学, 2010. Zheng Nina. Research on seismic behavior of masonry structures with fabricated tie-columns[D]. Chongqing:Chongqing University, 2010. (in Chinese)
|
[21] |
Ghiassi B, Soltani M, Tasnimi A A. Seismic evaluation of masonry structures strengthened with reinforced concrete layers[J]. Journal of Structural Engineering, 2011, 138(6):729-743.
|
[22] |
Roca P. Assessment of masonry shear-walls by simple equilibrium models[J]. Construction and Building Materials, 2006, 20(4):229-238.
|
[23] |
苏三庆, 丰定国. 用钢筋网水泥砂浆抹面加固砖墙的抗震性能试验研究[J]. 西安建筑科技大学学报:自然科学版, 1998, 30(3):228-232. Su Sanqing, Feng Dingguo. An investigation on aseismic behavior of masonry wall strengthed with steel-meshed cement mortar[J]. Journal of Xi'an University of Architecture & Technology:Natural Science Edition, 1998, 30(3):228-232.
|
[24] |
GB 50003-2011, 砌体结构设计规范[S]. 北京:中国建筑工业出版社, 2011. GB 50003-2011, Code for design of masonry structures[S]. Beijing:Chinese Architectural Industry Press, 2011. (in Chinese)
|
[25] |
梁建国, 张望喜, 郑勇强. 钢筋混凝土-砖砌体组合墙抗震性能[J]. 建筑结构学报, 2003, 24(3):61-69. Liang Jianguo, Zhang Wangxi, Zheng Yongqiang. Seismic performance of composite walls made of reinforced concrete and brick masonry[J]. Journal of Building Structures, 2003, 24(3):61-69. (in Chinese)
|
[26] |
李峰. 带构造柱圈梁水平配筋砖墙的抗震性能研究[D]. 陕西:西安建筑科技大学, 2004. Li Feng. Earthquake-resistance performance researching of brick wall with structure column, ring girder and horizontal ribs[D]. Shaanxi:Xi'an University of Architecture & Technology, 2004. (in Chinese)
|
[27] |
Ganz H R, Thürlimann B. Versuche über die Festigkeit von zweiachsig beanspruchtem Mauerwerk[R]. Zurich:Birkhäuser, 1982:7-22.
|
[28] |
施楚贤. 砌体结构理论与设计[M]. 第二版. 北京:中国建筑工业出版社, 2013:175-180. Shi Chuxian. Masonry structure theory and design[M]. 2nd ed. Beijing:China Building Industry Press, 2013. (in Chinese)
|
[29] |
Martinez J L. Theoretical and experimental determination of stress interaction diagrams in masonry structures and application to the analysis of historical construction[D]. Madrid:Universidad Politécnica de Madrid Doctoral Dissertation, 2003.
|
[30] |
Kamal A, Kunieda M, Ueda N, et al. Evaluation of crack opening performance of a repair material with strain hardening behavior[J]. Cement and Concrete Composites, 2008, 30(10):863-871.
|
[31] |
骆万康, 朱希诚. 砖砌体剪压复合受力相关性与抗剪摩擦系数的取值[J]. 工程力学, 1997(增刊):249-257. Luo Wankang, Zhu Xicheng. The relationship between shear and compression and shear friction coefficient of brick masonry[J]. Engineering Mechanics, 1997(Suppl):249-257. (in Chinese)
|
[32] |
过镇海, 时旭东. 钢筋混凝土原理和分析[M]. 北京:清华大学出版社, 2003:36-39. GuoZhenhai, Shi Xudong. Reinforced concrete theory R analyse[M]. Beijing:Tsinghua University Press, 2003:36-39. (in Chinese)
|
[33] |
Nagai K, Suryanto B, Maekawa K. Space-averaged constitutive model for HPFRCCs with multi-directional cracking[J]. ACI Materials Journal, 2011, 108(2):139-149.
|
[34] |
永井覚, 閑田徹志, 丸田誠. ひび割れた高靭性繊維補強セメント系複合材料を用いた平板の基礎力学特性[J]. 日本建築学会構造系論文集, 2012, 77(681):1701-1708. Satoru Nagai, Tetsushi Kanda, Makoto Maruta. Mechanical characteristics of cracked reinforced PVA-ECC panels[J]. Struct. Constr. Eng., AIJ, 2012, 77(681):1701-1708.
|
[35] |
樊鑫淼. ECC面层加固砖砌体结构抗震性能试验研究及理论分析[D]. 陕西:西安建筑科技大学, 2014. Fan Xinmiao. Experimental study and theoretical analysis on seismic performance of brick masonry structure strengthed with ECC layers[D]. Shaaxi:Xi'an University of Architecture & Technology, 2014. (in Chinese)
|