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Efficient 3-D modelling of punching shear failure at slab-column connections by means of nonlinear joint elements

机译：通过非线性接合元件在平板柱连接处的冲压剪切失效的高效3-D建模

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Andri Setiawan; Robert L. Vollum; Lorenzo Macorini; Bassam Izzuddin;
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1. Efficient 3-D modelling of punching shear failure at slab-column connections by means of nonlinear joint elements [J] . Setiawan Andri, Vollum Robert L., Macorini Lorenzo, Engineering Structures . 2019,第Octa15期

机译：板-柱连接处冲孔剪切破坏的3D非线性建模方法
2. Flat Slabs at Slab-Column Connection: Nonlinear Finite Element Modelling and Punching Shear Capacity Design Criterion [J] . R. Y. Xiao, C. S. Chin Advances in Structural Engineering . 2007,第5期

机译：平板-平板连接处的平板：非线性有限元建模和冲剪能力设计准则
3. Neuro-fuzzy optimisation to model the phenomenon of failure by punching of a slab-column connection without shear reinforcement [J] . Mariam Hafidi, Fattoum Kharchi, Abdelouhab Lefkir Structural Engineering and Mechanics . 2013,第5期

机译：神经模糊优化，通过对不带剪切补强的板-柱连接进行冲孔来对失效现象进行建模
4. Punching failure of slab-column connections reinforced with headed shear studs [C] . Thai X. Dam, James K. Wight, Gustavo J. Parra-Montesinos ACI-fib International Symposium on Punching Shear of Structural Concrete Slabs . 2017

机译：用头部剪切螺柱加固平板柱连接的冲压失效
5. Evaluation of a reinforced concrete building damaged during the Northridge earthquake and development of a punching shear failure model for nonlinear analysis. [D] . Hueste, Mary Beth Deisz. 1997

机译：对Northridge地震中受损的钢筋混凝土建筑物进行评估，并开发用于非线性分析的冲剪破坏模型。
6. Efficient Inverse Isoparametric Mapping Algorithm for Whole-Body Computed Tomography Registration Using Deformations Predicted by Nonlinear Finite Element Modeling [O] . Mao Li, Adam Wittek, Karol Miller -1

机译：利用非线性有限元建模预测的变形的全身体计算机断层扫描配准的高效反等参映射算法
7. Nonlinear Finite Element Analysis of Punching Shear of Reinforced Concrete Slab-Column Connections [O] . Genikomsou Aikaterini 2016

机译：钢筋混凝土板-柱连接处冲剪的非线性有限元分析

Efficient 3-D modelling of punching shear failure at slab-column connections by means of nonlinear joint elements

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