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程 力 学 9DLT5085-1999,钢-混凝土组合就够设计规程S.北 Kang Xiliang.Chen Yaofang.Zhang Li,Zhao Hongtie. 京:中国电力出版社1999 Thcoretical analysis of bond-slip constitutive ralationship DLT 5085-1999,Design code for stcel- for CFST Engineering Mechanics,2009,2(10) composite strure [S].Beijing:China Electric Power Press. (in Chinese jC0189.铜管混凝士结构设计与施工规程S.北京 AU. for design and ICIOL89 Steel tuhe crete structure design and Architectural Institute of lanan (AmD 1997 construction code IS1 Beiiing:China Architecture and [BS400.Steel,concrete and composite bridges,Part 5: Code of practice for design of composite bridges [S] 8] 结构设计与施工规程S1.北 京:中国计刻出版社199 12 UK: Parts CECS28:90,Steel structural design S]London.UK:British Sreel (now Cous,1992. 1992.(in Chinese) (上接第87页) 间李云, 再生骨料与再生混凝士的 ,26516-19.4 of normal cross-section of steel recycled conrete Xi d 1陈宗平,张客德,苏益生,等.型铜混凝土异形柱正裁 而承载力的理论研究).西安建筑科技大学学报(自然 科学版),2005,373)345-349,355. 6薛建 王秀 ,型钢再生混凝土梁受剪性 Chen Zongping.Zhang Xide,Su Yisheng,et al. 201545769 or SRC Xi'an onerete beams [] (Natural Science Edition).2005.37(3):345-349.355 Building Structure.2013.43(7):69-72.(in Chinese) (in Chinese)】 王妮,陈宗平,李启良,等 型钢再生混凝士组合油 JG138 压性能试验研究) 工程力学,2013,306:133一14 al.Expen四 GJ138-2001.Tect IS China ol 2殷小激,B西林,卢文胜,配十字型钢的型混凝士柱 30(6):133-141.(in Chinese 恢复力模型) 工程力学,2014,31(1上97 103 [S肖建庄.再生混凝土M北京:中国建筑工业出版社 Lu Wensheng Resilience 208:7 Chinese) [13]Chen C.Lin N.Analytical model for predicting axial [9)崔卫光.型钢再生混凝土组合住正裁面受力性能试验 capacity and behavior of concrete encased stee 研究D1西安:西安建筑科技大学,2011. of Constructiona Cui Weiguang.Experimental study on mechanical behaviors (C)1994-019 China Academie Joumal Electronie Publishing House.All rights reserved.http://www.enki.net工     程     力     学 95 78. Kang Xiliang, Chen Yaofang, Zhang Li, Zhao Hongtie. Theoretical analysis of bond-slip constitutive ralationship for CFST [J]. Engineering Mechanics, 2009, 26(10): 74―78. (in Chinese) [7] JCJ01-89, 钢管混凝土结构设计与施工规程[S]. 北京: 建筑工业出版社, 1989. JCJ01-89, Steel tube concrete structure design and construction code [S]. Beijing: China Architecture and Building Press, 1989. (in Chinese) [8] CECS28: 90, 钢管混凝土结构设计与施工规程[S]. 北 京: 中国计划出版社, 1992. CECS28: 90, Steel tube concrete structure desgn and construction code [S]. Beijing: China Planning Press, 1992. (in Chinese) [9] DL/T 5085-1999, 钢-混凝土组合就够设计规程[S]. 北 京: 中国电力出版社, 1999. DL/T 5085-1999, Design code for steel-concrete composite strure [S]. Beijing: China Electric Power Press, 1999. (in Chinese) [10] AIJ, Recommendation for design and construction of concrete filled steel tubular structures [S]. Tokyo, Japan: Architectural Institute of Japan (AIJ), 1997. [11] BS 5400, Steel, concrete and composite bridges, Part 5: Code of practice for design of composite bridges [S]. London, UK: British Standards Institutions, 2005. [12] SHS design manual for concrete filled columns, Parts 1, structural design [S]. London, UK: British Steel (now Corus), 1992. (上接第 87 页) [5] 李云霞, 李秋义, 赵铁军. 再生骨料与再生混凝土的研 究进展[J]. 青岛理工大学学报, 2005, 26(5): 16―19, 44. Li Yunxia, Li Qiuyi, Zhao Tiejun. Progress in recycled aggregate and recycled concrete [J]. Journal of Qingdao Technological University, 2005, 26(5): 16―19, 44. (in Chinese) [6] 薛建阳, 王秀振, 马辉, 等. 型钢再生混凝土梁受剪性 能试验研究[J]. 建筑结构, 2013, 43(7): 69―72. Xue Jianyang, Wang Xiuzhen, Ma Hui, et al. Experimental study on shear performance of steel reinforced recycled aggregate concrete beams [J]. Building Structure, 2013, 43(7): 69―72. (in Chinese) [7] 王妮, 陈宗平, 李启良, 等. 型钢再生混凝土组合柱轴 压性能试验研究[J]. 工程力学, 2013, 30(6): 133―141. Wang Ni, Chen Zongping, Li Qiliang, et al. Experimental study on the behavior of steel reinforced recycled aggregate concrete composite columns under axial compression loading [J]. Engineering Mechanics, 2013, 30(6): 133―141. (in Chinese) [8] 肖建庄. 再生混凝土[M]. 北京: 中国建筑工业出版社, 2008: 73―76. Xiao Jianzhuang. Recycled aggregate concrete [M]. Beijing: China Architecture & Building Press, 2008: 73―76. (in Chinese) [9] 崔卫光. 型钢再生混凝土组合柱正截面受力性能试验 研究[D]. 西安: 西安建筑科技大学, 2011. Cui Weiguang. Experimental study on mechanical behaviors of normal cross-section of steel recycled concrete composite columns [D]. Xi’an: Xi’an University of Architecture and Technology, 2011. (in Chinese) [10] 陈宗平, 张喜德, 苏益生, 等. 型钢混凝土异形柱正截 面承载力的理论研究[J]. 西安建筑科技大学学报(自然 科学版), 2005, 37(3): 345―349, 355. Chen Zongping, Zhang Xide, Su Yisheng, et al. Theoretical research on bearing capacity of normal cross section of SRC special-shaped columns [J]. Journal of Xi’an University of Architecture and Technology (Natural Science Edition), 2005, 37(3): 345―349, 355. (in Chinese) [11] JGJ138-2001, 型钢混凝土组合结构技术规程[S]. 北京: 中国建筑工业出版社, 2001. JGJ138-2001, Technical specification for steel reinforced concrete composite structures [S]. Beijing: China Architecture & Building Press, 2001. (in Chinese) [12] 殷小溦, 吕西林, 卢文胜. 配十字型钢的型钢混凝土柱 恢复力模型[J]. 工程力学, 2014, 31(1): 97―103. Yin Xiaowei, Lü Xilin, Lu Wensheng. Resilience model of SRC columns with cross-shaped encase steel [J]. Engineering Mechanisc, 2014, 31(1): 97 ― 103. (in Chinese) [13] Chen C, Lin N. Analytical model for predicting axial capacity and behavior of concrete encased steel composite stub columns [J]. Journal of Constructional Steel Research, 2006, 62(5): 424―433
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