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基于ABAQUS的少筋混凝土剪力墙抗震性能的数值模拟 被引量:1

Numerical Simulation on Seismic Behaviors of Less-Reinforced Concrete Shear Walls Based on ABAQUS
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摘要 少筋混凝土剪力墙可以应用于不高于7度的抗震设防区的中高层住宅中,能够大幅度降低工程造价,因此具有良好的市场应用前景和很高的经济效益.利用ABAQUS软件对现浇少筋混凝土剪力墙进行有限元模拟计算,初步分析少筋混凝土剪力墙的破坏形态以及抗震性能.计算结果表明,少筋混凝土剪力墙在低轴压比情况下破坏时为弯剪破坏,变形能力足够. Less - reinforced concrete shear wall can be applied to no more than 7 degree seismic fortification of up- per and under in the residence, as well as can greatly reduce the project cost, therefore it has the good market appli- cation prospect and high economic benefits. In this paper, by using ABAQUS software of cast - in - place reinforced concrete shear wall with less finite element numerical simulation, preliminary analysis less failure pattern and seis- mic performance of reinforced concrete shear wall, the concrete research to provide the reference for later. Calcula- tion results show that less reinforced concrete shear wall is destroyed under the condition of low axial compression ratio for bending shear damage, deformation capacity.
作者 郭靳时 樊冠磊 孟凡林 孟祥瑞 GUO Jin - shi FAN Guan - lei MENG Fan - lin MENG Xiang - rui(: School of Civil Engineering, Jilin Jianzhu University, Changchun 130118, China : Jilin Zhongding Architectural Design Co., Ltd, Changchun 130061, China)
出处 《吉林建筑大学学报》 2017年第1期1-4,共4页 Journal of Jilin Jianzhu University
基金 国家自然科学基金资助(51178206) 吉林省科技厅重大科技攻关专项(20140203010SF)
关键词 少筋混凝土剪力墙 ABAQUS 承载力 变形能力 less - reinforced concrete shear wall ABAQUS bearing capacity deformation capacity
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