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Farzaneh Ghalamzan Esfahani
Farzaneh Ghalamzan Esfahani
Post Doc Research Fellow at University of Trento
在 unitn.it 的电子邮件经过验证
标题
引用次数
引用次数
年份
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
492015
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
122022
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
62017
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
12024
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
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