Thông tin giảng viên
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A. Quá trình đào tạo
B. Công tác
C. Đề tài Nghiên cứu khoa học
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D. Công trình tiêu biểu
1. An ES-DSG-pseudo-static numerical approach for yield design of thick plates. Journal of Constructional Steel Research, ISSN 1873-5983, Vol. 234, pp. 109757. (2025-11-01)
2. Shakedown Analysis of Porous Mohr–Coulomb Materials: A Computational Homogenization Approach. International Journal of Geomechanics, ISSN 1943-5622, Vol. 25(5), pp. 04025057. (2025-02-24)
3. Dual Bubble-Enriched SFEM Approaches for Locking-Free Analysis of Structures Under Cyclic Loads. International Journal of Applied Mechanics, ISSN 1758-826X, Vol. 17, pp. 2550002. (2024-12-06)
4. Bearing capacity analysis of RC slabs under cyclic loads: Dual numerical approaches. Computers and Structures, ISSN 0045-7949, Vol. 305, pp. 107585. (2024-11-16)
5. Dual failure analysis of 3D structures under cyclic loads using bFS-FEM based numerical approaches. Finite Elements in Analysis & Design, ISSN 0168-874X, Vol. 242, pp. 104272. (2024-11-02)
6. A computational homogenization for yield design of asymmetric microstructures using adaptive bES-FEM. Computers and Structures, ISSN 1879-2243, Vol. 294, pp. 107271. (2024-01-18)
7. Limit state analysis of reinforced concrete slabs by dual adaptive yield design approaches. Structural and Multidisciplinary Optimization, ISSN 1615-1488, Vol. 65, pp. 310. (2022-10-20)
8. Numerical evaluation of macroscopic fatigue criterion of anisotropic materials using computational homogenization and conic programming. European Journal of Mechanics / A Solids, ISSN 0997-7538, Vol. 95, pp. 104654. (2022-05-24)
9. Limit state analysis of thin plates and slabs by a numerical pseudo-lower yield design approach. Thin-Walled Structures, ISSN 0263-8231, Vol. 172, pp. 108852. (2022-01-03)
10. Collapse analysis of soils by adaptive pseudo-static limit analysis. Computers and Geotechnics, ISSN 0266-352X, Vol. 139, pp. 104423. (2021-09-03)
11. Failure analysis of anisotropic materials using computational homogenised limit analysis. Computers and Structures, ISSN 0045-7949, tập 256, trang 106646. (2021-08-12)
12. Kinematic yield design computational homogenization of micro-structures using the stabilized iRBF mesh-free method. Applied Mathematical Modelling, ISSN 0307-904X, Vol. 91, pp. 322–334. (2020-10-14)
E. Thông tin khác
| 2010 | Đại học , DH bách khoa TP.HCM |
| 2013 | Thạc sĩ , ĐH bách khoa TP.HCM |
| 2014 | Văn bằng 2, Trường Đại học Ngoại ngữ - Tin học TP. Hồ Chí Minh (HUFLIT) |
| 2022 | Tiến sĩ, Trường Đại Học Sư Phạm Kỹ Thuật Tp.HCM |
| 09/2010-09/2011 | nhân viên kỹ thuật, Thiết kế. Cty CP Xây Dựng Đô Thị và KCN |
| 06/2015-01/2018 | Giảng viên, Khoa kỹ thuật xây dựng. ĐH Nguyễn Tất Thành |
| 04/2018-01/2019 | Giảng viên nghiên cứu, Khoa kỹ thuật xây dựng. ĐH Công nghệ TP.HCM |
| 02/2019-01/2023 | Nhân viên phòng thí nghiệm, Khoa Kỹ thuật và Quản lý Xây dựng. ĐH Quốc Tế-ĐH Quốc Gia TP.HCM |
| 01/2023-12/2024 | nghiên cứu sau tiến sĩ, Trung tâm nghiên cứu D-SOC. DH DongA, Busan, Hàn quốc |
| 01/2025-hiện tại | Giảng viên, Khoa kỹ thuật xây dựng. Đại học Công nghiệp Thành phố Hồ Chí Minh |
Nội dung đang cập nhật...
D. Công trình tiêu biểu
1. An ES-DSG-pseudo-static numerical approach for yield design of thick plates. Journal of Constructional Steel Research, ISSN 1873-5983, Vol. 234, pp. 109757. (2025-11-01)
2. Shakedown Analysis of Porous Mohr–Coulomb Materials: A Computational Homogenization Approach. International Journal of Geomechanics, ISSN 1943-5622, Vol. 25(5), pp. 04025057. (2025-02-24)
3. Dual Bubble-Enriched SFEM Approaches for Locking-Free Analysis of Structures Under Cyclic Loads. International Journal of Applied Mechanics, ISSN 1758-826X, Vol. 17, pp. 2550002. (2024-12-06)
4. Bearing capacity analysis of RC slabs under cyclic loads: Dual numerical approaches. Computers and Structures, ISSN 0045-7949, Vol. 305, pp. 107585. (2024-11-16)
5. Dual failure analysis of 3D structures under cyclic loads using bFS-FEM based numerical approaches. Finite Elements in Analysis & Design, ISSN 0168-874X, Vol. 242, pp. 104272. (2024-11-02)
6. A computational homogenization for yield design of asymmetric microstructures using adaptive bES-FEM. Computers and Structures, ISSN 1879-2243, Vol. 294, pp. 107271. (2024-01-18)
7. Limit state analysis of reinforced concrete slabs by dual adaptive yield design approaches. Structural and Multidisciplinary Optimization, ISSN 1615-1488, Vol. 65, pp. 310. (2022-10-20)
8. Numerical evaluation of macroscopic fatigue criterion of anisotropic materials using computational homogenization and conic programming. European Journal of Mechanics / A Solids, ISSN 0997-7538, Vol. 95, pp. 104654. (2022-05-24)
9. Limit state analysis of thin plates and slabs by a numerical pseudo-lower yield design approach. Thin-Walled Structures, ISSN 0263-8231, Vol. 172, pp. 108852. (2022-01-03)
10. Collapse analysis of soils by adaptive pseudo-static limit analysis. Computers and Geotechnics, ISSN 0266-352X, Vol. 139, pp. 104423. (2021-09-03)
11. Failure analysis of anisotropic materials using computational homogenised limit analysis. Computers and Structures, ISSN 0045-7949, tập 256, trang 106646. (2021-08-12)
12. Kinematic yield design computational homogenization of micro-structures using the stabilized iRBF mesh-free method. Applied Mathematical Modelling, ISSN 0307-904X, Vol. 91, pp. 322–334. (2020-10-14)
E. Thông tin khác
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