Analytical study of composite beams with different arrangements of channel shear connectors N Fanaie, F Ghalamzan Esfahani, S Soroushnia Steel Compos. Struct., Int. J 19 (2), 485-501, 2015 | 49 | 2015 |
Swelling and swelling pressure of a clayey soil: Experimental data, model simulations and effects on slope stability F Ghalamzan, J De Rosa, A Gajo, C Di Maio Engineering Geology 297, 106512, 2022 | 12 | 2022 |
Finite element analysis of a rigid beam to column connection reinforced with channels F Ghalamzan Esfahani, N Fanaie Numerical Methods in Civil Engineering 2 (1), 37-48, 2017 | 6 | 2017 |
A zero-thickness interface element incorporating hydro-chemo-mechanical coupling and rate-dependency F Ghalamzan Esfahani, A Gajo Acta Geotechnica 19 (1), 197-220, 2024 | 1 | 2024 |
Numerical analyses incorporating an interface element for hydro-chemo-mechanical coupling F Ghalamzan Esfahani, A Gajo Numerical Analysis of Geomaterials, 44-45, 2023 | | 2023 |
Some new insights into swelling and swelling pressure of low active clay F Ghalamzan Esfahani, J De Rosa, A Gajo, C Di Maio IARG Online Meeting, Pisa/Italy, 2021 | | 2021 |
Numerical simulation of saturated active clay under chemo-mechanical loading F Ghalamzan Esfahani, A Gajo, L Simeoni ALERT Geomaterials, Alliance of Laboratories in Europe for Education …, 2019 | | 2019 |
Design of Different Types of Steel Connections Using Load and Resistance Factor Design (LRFD) Method N Fanaie, F Ghalamzan Esfahani K.N. Toosi University of Technology Press, 2017 | | 2017 |
Analytical study of panel zone effect on seismic performance of rigid connection reinforced with ribs F Ghalamzan Esfahani, N Fanaie 5th National and 1st International Conference on Steel and Structure, 1-10, 2015 | | 2015 |
Analytical study of seismic performance of a rigid beam to column connection executable with channel F Ghalamzan Esfahani, N Fanaie 4th National Conference of Steel and Structures, 34-41, 2013 | | 2013 |
Numerical simulation of saturated active clay under chemo-mechanical loading F Ghalamzan | | |