# [1]潘志宏,李爱群.混凝土剪力墙结构静力非线性分析的弯剪模型及实现[J].东南大学学报(自然科学版),2012,42(4):701-705.[doi:10.3969/j.issn.1001-0505.2012.04.024] 　Pan Zhihong,Li Aiqun.Nonlinear static analytical shear-flexure model of RC shear wall structure and its realization[J].Journal of Southeast University (Natural Science Edition),2012,42(4):701-705.[doi:10.3969/j.issn.1001-0505.2012.04.024] 点击复制 混凝土剪力墙结构静力非线性分析的弯剪模型及实现() 分享到： var jiathis_config = { data_track_clickback: true };

42

2012年第4期

701-705

2012-07-20

## 文章信息/Info

Title:
Nonlinear static analytical shear-flexure model of RC shear wall structure and its realization

1 东南大学混凝土及预应力混凝土结构教育部重点实验室,南京 210096; 2 江苏科技大学土木工程与建筑学院,镇江212003
Author(s):
1 Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education, Southeast University, Nanjing 210096, China
2 School of Civil and Architecture Engineering, Jiangsu University of Science and Technology,

Keywords:

TU375;TU313
DOI:
10.3969/j.issn.1001-0505.2012.04.024

Abstract:
It is necessary for better understanding and grasp on seismic performance of RC(reinforced concrete)shear wall structures to develop its fine nonlinear analysis method. Systemic study on nonlinear static analysis and its realization method are carried out. Beginning with rotating-angle softened-truss model for coupled shear and flexural responses, shear-flexure analytical model of solid wall is presented based on the comparative study on four types of constitutive law of concrete for confined concrete of boundary zone. Good agreements between analytical and experimental load-displacement relation are found, which indicates that the proposed analytical method can well reflect the global mechanical behavior of shear wall well. Study on coupling beam and global perforated wall modeling is implemented, then modeling and nonlinear static analysis method for perforated wall is proposed. By comparing analytical load-displacement curve to experimental results, it is shown that initial stiffness and first turning point agree well and analytical ultimate capacity is close to experimental, which shows that the load-displacement curve can actually exhibit the general load-displacement trend of perforated wall.

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