| 1 Sousa R, Guedes J, Sousa H. Characterization of the uniaxial compression behaviour of unreinforced masonry-Sensitivity analysis based on a numerical and experimental approach. Archives of Civil and Mechanical Engineering, 2015, 15(2):532-547
2 Parisi F, Sabella G, Augenti N. Constitutive model selection for unreinforced masonry cross sections based on best-flt analytical moment-curvature diagrams. Engineering Structures, 2016, 111:451-466
3 杨卫忠. 砌体受压本构关系模型. 建筑结构, 2008, 38(10):80-82
4 Graziotti F, Rossi A, Mandirola M, et al. Experimental characterisation of calcium-silicate brick masonry for seismic Assessment. 16th International Brick and Block Masonry Conference, Padova, Italy, 2016
5 Kachanov LM. Time of the rupture process under creep conditions. Isv Akad Nauk SSR Otd Tekh Nauk, 1958, 8:26-31
6 Hibbitt K. ABAQUS user's manuals version 6.3. Sorensen, Inc, 2002
7 Kaushik HB, Rai DC, Jain SK. Stress-strain characteristics of clay brick masonry under uniaxial compression. Journal of Materials in Civil Engineering, 2007, 19(9):728-739
8 秦士洪, 倪校军, 曹桓铭等. 蒸压粉煤灰砖砌体应力-应变全曲线研究. 建筑结构学报, 2010, 31(8):94-100
9 刘桂秋. 砌体结构基本受力性能的研究.[博士论文]. 湖南:湖南大学, 2005
10 杨伟军, 施楚贤. 砌体受压本构关系研究成果的述评. 四川建筑科学研究, 1999, 27(3):52-55
11 Robotnov YN. Creep rupture. The 12th International Congress on Application Mechanics, Stanford, 1968
12 GB20010-2010混凝土结构设计规范. 北京:中国建筑工业出版社, 2011
13 Naraine K, Sinha S. Behavior of brick masonry under cyclic compressive loading. Journal of Structural Engineering, 1989, 115(6):1432-1445
14 Naraine K, Sinha S. Cyclic behaviour of masonry in biaxial compression. Journal of Structural Engineering, 1991, 117(5):1336-1355
15 Oliveira DV. Mechanical characterization of stone and brick masonry. Report 00-Dec/E-4, Universidade do Minho, Departamento de Engenharia Civil, Guimarães, Portugal, 2000 |
