Thông tin nhà nghiên cứu KH&CN

Machine learning-based pedotransfer functions to predict soil water characteristics curves

A Pseudo-Lower Bound Solution of Structural Bearing Capacity by Bézier Extraction-Based Isogeometric Analysis

Limit state analysis of reinforced concrete slabs by dual adaptive yield design approaches

Dual tree-boosting framework for estimating warning levels of rainfall-induced landslides

Numerical evaluation of macroscopic fatigue criterion of anisotropic materials using computational homogenization and conic programming

Limit state analysis of thin plates and slabs by a numerical pseudo-lower yield design approach

Collapse analysis of soils by adaptive pseudo-static limit analysis,

Failure analysis of anisotropic materials using computational homogenised limit analysis, 256, 106646.

Kinematic yield design computational homogenization of micro-structures using the stabilized iRBF mesh-free method, 91, 322-334. SCI

The equilibrium cell-based smooth finite element method for shakedown analysis of structures, 16 (05), 1840013. SCIE

A stabilized iRBF mesh-free method for quasi-lower bound shakedown analysis of structures, 228, 106157. SCI

A computational homogenization approach for limit analysis of heterogeneous materials. SCI

Yield design of reinforced concrete slabs using a numerical equilibrium formulation. SCI

Estimation of bearing capacity factors of cohesive-frictional soil using the cell-based smoothed finite element method, 83, 178–183, 2017. SCI

Displacement and equilibrium mesh-free formulation based on integrated radial basis functions for dual yield design, 71,92-100, 2016. SCI

Yield-stress based error indicator for adaptive quasi-static yield design of structures, 171, 1-8, 2016. SCI

Rotating plasticity and nonshakedown collapse modes for elastic-plastic bodies under cyclic loads, 111-112, 55-64, 2016. SCI

Plastic collapse analysis of Mindlin-Reissner plates using a stabilized mesh-free method, 13, 1650004, 2016. SCIE

Plastic collapse analysis of Mindlin-Reissner plates using a composite mixed finite element, 105, 915–935, 2016. SCI

A meshfree DLO formulation for yield line analysis of reinforced concrete slabs

A stabilized equilibrium based EFG model for computation of collapse load, Journal of Science - HCMC Open University , 2:24-30, 2011

Đánh giá sức chịu tải và cơ cấu trượt của nền công trình bằng phương pháp phân tích giới hạn, Journal of Science and Technology, TDM University, March 2012

Stabilized displacement and equilibrium meshfree models for for computation of collapse loads ", Journal of Science and Technology, 49 (5A), 127-136, 2013

An adaptive ES-FEM formulation for estimation of bearing capacity of strip footings. International Conference on Foundation and Soft Ground Engineering Challenges in Mekong Delta, Binh Duong New City –Vietnam, June 2013

Computation of Lower Bound Limit Load using Radial Point Interpolation Method ", THE INTERNATIONAL CONFERENCE ON MULTIPHYSICAL INTERACTION AND ENVIRONMENT MINE - 2015, Vinh Long, March 2015

Extended finite element method for plastic limit load computation of cracked structures. International Journal for Numerical Methods in Engineering, 104, 2-17, 2015. SCI

Locking-free discontinuous finite elements for the upper bound yield design of thick plates. International Journal for Numerical Methods in Engineering, 103, 894–913, 2015. SCI

Bearing capacity of footing strip resting on slope using upper bound limit analysis. Journal of Engineering Technology and Education 9, 154-159, 2013.

A curvature smoothing Hsieh-Clough-Tocher element for yield design of reinforced concrete slabs. Computers and Structures, 152, 59-65, 2015. SCI

Quả Cầu Vàng Thanh niên nghiên cứu khoa học - Bộ Khoa học & Công nghệ và Trung ương Đoàn

Yield design of reinforced concrete slabs using a rotation-free meshfree method, Engineering Analysis with Boundary Elements, 50, 231-238, 2015. SCI

Plastic collapse analysis of cracked structures using extended isogeometric elements and second-order cone programming. Theoretical and Applied Fracture Mechanics, 72, 13-27, 2014. SCIE

Shakedown reduced kinematic formulation, separated collapse modes, and numerical implementation, International Journal of Solids and Structures, 51, 2893-2899, 2014. SCI

Automatic yield-line analysis of slabs using discontinuity layout optimization. Proceedings of the Royal Society A: Mathematical, Physical & Engineering Sciences, 470, 20140071, 2014. SCI

Limit state analysis of reinforced concrete slabs using an integrated radial basis function based mesh-free method,53,1-11 , 2018. SCI

A stabilized discrete shear gap finite element for adaptive limit analysis of Mindlin–Reissner plates. International Journal for Numerical Methods in Engineering, , 96, pp 231-246, 2013. SCI

Bằng khen Giảng viên trẻ tiêu biểu trong Giảng dạy và nghiên cứu khoa học của TP HCM.

- Tuyên dương tài năng trẻ Khoa học và Công nghệ toàn quốc năm 2012 của Bộ Khoa học và Công nghệ.

- Bằng Khen của Giám đốc Đại học Quốc gia TP HCM về thành tích khoa học xuất sắc năm 2012.

- Khen thưởng công bố xuất sắc của Hiệu trưởng Trường Đại học Quốc tế - Đại học Quốc gia TP HCM năm 2011-2012.

Bearing capacity of a sand layer on clay based on strain-stabilized FEM and conic programming. Journal of Science and Technology, 2013.

A locking-free stabilized meshfree method for computation of limit load of Mindlin-Reissner plates. International Conference on Green Technology and Sustainable Development, HCMC September 2012.

Bearing capacity of footing strip resting on slope using upper bound limit analysis. International Conference on Green Technology and Sustainable Development, HCMC September 2012.

Isogeometric limit analysis for plane stress problems. The International Conference on Advances in Computational Mechanics (ACOME), Ho Chi Minh City, Vietnam, August 2012.

An effective adaptive limit analysis of soil using FEM and second-order cone programming. The International Conference on Advances in Computational Mechanics (ACOME), Ho Chi Minh City, Vietnam, August 2012.

Limit analysis of cracked sructures using XFEM and second-order cone programming. The International Conference on Advances in Computational Mechanics (ACOME), Ho Chi Minh City, Vietnam, August 2012.

Limit load computation of Mindlin-Reissner plates using the ES-DSG method and second-order cone programming. The International Conference on Advances in Computational Mechanics (ACOME), Ho Chi Minh City, Vietnam, August 2012.

FE2 computational homogenization for effective properties of heterogeneous materials. The 1st International Conference on Computational Science and Engineering in Ho-Chi-Minh City, Vietnam on December 19-21th, 2011.

Limit and Shakedown Analysis using Node-based Smoothed Finite Element Method and Second-order Cone Programming. The 1st International Conference on Computational Science and Engineering in Ho-Chi-Minh City, Vietnam on December 19-21th, 2011.

Estimation of bearing capacity and failure mechanism of footing strip using upper bound limit analysis. The 1st International Conference on Computational Science and Engineering in Ho-Chi-Minh City, Vietnam on December 19-21th, 2011.

Upper-bound limit analysis of plane problems using radial basis function based mesh-free method. The 2nd International Conference on Computational Science and Engineering, Ho-Chi-Minh City, Vietnam on August 21st - 23rd, 2014., August 2014

Stabilized displacement and equilibrium meshfree models for computation of collapse loads. Proceeding of the 1st International Symposium on Engineering Physics and Mechanics, HCMC University of Technology, Vietnam, October 2011.

Limit analysis of plates: displacement and equilibrium meshfree models and second-order cone programming. Invited lectures presented at: The Tenth International Conference on Computational Structures Technology held in Valencia, Spain, September 2010.

A stabilized meshfree equilibrium formulation for lower-bound limit analysis. Proceeding of the 18th UK National conference on Computational Mechanics in Engineering, pp. 169 - 172, 2010.

A novel numerical procedure for limit analysis of plates: adaptive EFG combined with SOCP. Proceeding of the 17th UK National conference on Computational Mechanics in Engineering, pp. 291 - 294, 2009.

An application of the ES-FEM in solid domain for dynamic analysis of 2D fluid-solid interaction problems, International Journal of Computational Methods,10(1), 1340003, 2013. SCIE

Computation of limit load using edge-based smoothed finite element method and second-order cone programming, International Journal of Computational Methods, 10(1), 1340004, 2013. SCIE

Limit analysis of plates and slabs using a meshless equilibrium formulation. International Journal for Numerical Methods in Engineering, 83, pp 1739-1758, 2010. SCI

A locking-free stabilized displacement-based EFG model for plane strain limit analysis. Computers and Structures, 106-107, 1-8, 2012. SCI

A cell-based smoothed finite element method for kinematic limit analysis. International Journal for Numerical Methods in Engineering, 83, pp 1651–1674, 2010. SCI

Adaptive Element-Free Galerkin method applied to the limit analysis of plates. Computer Methods in Applied Mechanics and Engineering, 199, pp 2487 - 2496, 2010. SCI

Dual analysis by stabilized displacement and equilibrium meshfree methods. Journal of Science and Technology, 49, pp 29 - 38, 2011.

Upper and lower bound limit analysis of plates using FEM and second-order cone programming. Computers and Structures, 88, pp. 65 - 73, 2010. SCI

Limit analysis of plates using the EFG method and second-order cone programming. International Journal for Numerical Methods in Engineering, 78, pp. 1532 - 1552, 2009. SCI

Free and forced vibration analysis using the n-sided polygonal cell-based smoothed finite element method (nCS-FEM), International Journal of Computational Methods, 10(1), 1340008, 2013. SCIE

Dual limit analysis of plate bending. Proceeding of the 3rd International Conference on Advanced Computational Methods in Engineering, 30 May - 2 June 2005, Ghent – Belgium, Acomen-2005, paper 080.

Novel numerical procedures for limit analysis of structures: meshfree methods and mathematical programming

Development of novel limit analysis methods for plates and slabs. Young Researchers’ Conference 2007, The Institution of Structural Engineers (IStructE), 11 Upper Belgrave Street, London, SW1X 8BH, United Kingdom, 2007.

Meshless Methods for Upper Bound and Lower Bound Limit Analysis of Thin Plates, Chapter 6 in "Developments in Computational Structures Technology", B.H.V. Topping, J.M. Adam, F.J. Pallarés, R. Bru and M.L. Romero (Editors), doi:10.4203/csets.25.6.

Phân tích giới hạn và thích nghi kết hợp với tính toán đồng nhất

Phát triển phương pháp số hàm cơ sở hướng tâm tích phân biến thiên cho các bài toán kỹ thuật

Hợp nhất mô hình và mô phỏng các bài toán trong đa môi trường vật lý bằng phương pháp phân tích đẳng hình học

Phát triển phương pháp số hàm cơ cở hướng tâm tích phân biến thiên cho các bài toán kỹ thuật

Phân tích trực tiếp kết cấu và vật liệu ở trạng thái giới hạn chịu tải trọng cơ nhiệt

Phát triển phương pháp đa tỷ lệ tính toán đồng nhất hóa vật liệu composite

Phân tích giới hạn và thích nghi kết hợp với tính toán đồng nhất

Mô phỏng đa tỷ lệ cho các bài toán phân tích động

Phát triển phần mềm phân tích ứng dụng dựa trên mô hình bất liên tục DLO

Phân tích giới hạn tấm sàn bê tông cốt thép theo tiêu chuẩn chảy dẻo Nielsen.

Nghiên cứu và phát triển các phương thức số nâng cao để phân tích giới hạn và thích nghi cho kết cấu