[1]贾穗子,曹万林,袁泉,等.框支密肋复合板结构力学性能数值模拟[J].东南大学学报(自然科学版),2016,46(3):532-536.[doi:10.3969/j.issn.1001-0505.2016.03.013] 　Jia Suizi,Cao Wanlin,Yuan Quan,et al.Numerical simulation on mechanical properties of frame-supported multi-ribbed composite slab structure[J].Journal of Southeast University (Natural Science Edition),2016,46(3):532-536.[doi:10.3969/j.issn.1001-0505.2016.03.013] 点击复制 框支密肋复合板结构力学性能数值模拟() 分享到： var jiathis_config = { data_track_clickback: true };

46

2016年第3期

532-536

2016-05-20

文章信息/Info

Title:
Numerical simulation on mechanical properties of frame-supported multi-ribbed composite slab structure

1北京工业大学建筑工程学院, 北京 100124; 2北京交通大学土木建筑工程学院, 北京 100044
Author(s):
1College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100124, China
2School of Civil Engineering, Beijing Jiaotong University, Beijing 100044, China

Keywords:

TU352.1
DOI:
10.3969/j.issn.1001-0505.2016.03.013

Abstract:
Based on the experiments of low-cyclic loading applied to the frame-supported multi-ribbed composite slab structures(FSMRC slab structures)with different forms, the calculated model was established incorporated in the nonlinear program IDARC by the hysteretic rules of Park degradation-parameter. The computing and test results of the hysteretic curve and the framework curve of the specimens during loading were compared and analyzed to verify the correctness of the established model. Moreover, the influence factors for the key part internal-force and the massive structural maximum angle of the frame-supported inclined-grid composite slab structure were analyzed by using the variance analysis. Besides, a reasonable slab model was established by using Abaqus, and the slab displacement-curves with the height under different loading conditions were obtained, so the frame-supported diagonal-grid, inclined-grid slabs delivered bending-shear and shear deformations, respectively. The comparison results of the axial-strain and internal forces caused by rib-effect of inclined-rib in different locations show that the structure presents an obvious truss-characteristic. Moreover, the influence of the rib-effect on the bending moment and the axial force of the diagonal-rid is small, and the main deformation of the diagonal-rid is axial deformation.

参考文献/References:

[1] Jia S Z, Cao W L, Yuan Q, et al. Study on frame-supported multi-ribbed composite walls under low-reversed cyclic loading [J]. European Journal of Environmental and Civil Engineering, 2016, 20(3): 314-331. DOI:10.1080/19648189.2015.1036126.
[2] Sun J, Xiong Y Q, Chang P,et al. Damage analysis of multi-ribbed wall structures under monotonic lateral loads[J]. Engineering structures, 2015, 89(4): 37-48. DOI:10.1016/j.engstruct.2015.02.002.
[3] 贾穗子,袁泉.近断层地震动作用下密肋复合墙结构地震响应分析[J].哈尔滨工程大学学报,2012,33(11):1366-1370. DOI:10.3969/j.issn.1006-7043.201110035.
Jia Suizi, Yuan Quan. Seismic response analysis of multi-ribbed composite wall structure subjected to near-fault ground motions[J]. Journal of Harbin Engineering University, 2012, 33(11): 1366-1370. DOI:10.3969/j.issn.1006-7043.201110035.(in Chinese)
[4] 贾穗子,曹万林,袁泉.底框-密肋复合板结构非线性有限元分析[J].四川大学学报,2015,47(5):30-37. DOI: 10.15961/j.jsuese.2015.05.005.
Jia Suizi, Cao Wanlin, Yuan Quan. Nonlinear finite element analysis on multi-ribbed composite slab structure with framework at the bottom [J]. Journal of Sichuan University, 2015, 47(5): 30-37. DOI: 10.15961/j.jsuese.2015.05.005.(in Chinese)
[5] Liu P, Guo M. An experimental study of multi-grid composite walls[J]. Advances in Structural Engineering, 2012, 15(3): 495-508.
[6] 贾穗子,袁泉,曹万林.框支-斜交密肋复合墙结构影响因素及框支梁内力系数分析 [J].大连理工大学学报,2014,54(6):612-617. DOI: 10.7511/dllgxb201406003.
Jia Suizi, Yuan Quan, Cao Wanlin. Research on influence factor of frame-supported oblique-grid multi-ribbed composite wall and internal force coefficient of frame-supported beam [J]. Journal of Dalian University of Technology, 2014, 54(6): 612-617. DOI:10.7511/dllgxb201406003.(in Chinese)
[7] Jia Suizi, Cao Wanlin, Zhang Yuchen, et al. Analysis on stiffness ratio at interim layer of frame-supported multi-ribbed lightweight slab [J]. Applied Sciences-basel, 2016, 6(1): 1-19.
[8] 贾穗子.框支密肋复合板结构抗震性能研究[D].北京:北京交通大学土木建筑工程学院,2014.
[9] 卢亚琴,胡岚,马克俭,等.新型RC网格式框架结构墙体试验研究[J].湖南大学学报,2014,40(4):8-14. DOI:10.3969/j.issn.1674-2974.2013.04.002.
Lu Yaqin, Hu Lan, Ma Kejian, et al. Test research on the wall of new type RC grid frame structure[J]. Journal of Hunan University, 2014, 40(4): 8-14. DOI:10.3969/j.issn.1674-2974.2013.04.002.(in Chinese)
[10] Christidis A A, Dimitroudi E G, Hatzigeorgiou G D,et al. Maximum seismic displacements evaluation of steel frames from their post-earthquake residual deformation[J]. Bulletin of Earthquake Engineering, 2013, 11(6): 2233-2248. DOI:10.1007/s10518-013-9490-z.
[11] Cao W L, Zhang J W, Dong H Y. Research on seismic performance of shear walls with concrete filled steel tube columns and concealed steel trusses [J]. Earthquake Engineering and Engineering Vibration, 2011, 10(4): 535-546. DOI:10.1007/s11803-011-0087-8.
[12] Park Y J, Ang A H S. Mechanistic seismic damage model for reinforced concrete[J]. Journal of Structural Engineering, 1985, 111(4): 722-739.
[13] Sivaselvan M V, Reinhorn A M. Hysteretic models for deteriorating inelastic structures[J]. Journal of Engineering Mechanics, 2000, 126(6): 633-640.

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