Hadi Eslamnia is a structural engineer with over 10,000 hours of experience in researching and providing expert training in OpenSees, programming for structural and earthquake engineering, and nonlinear modeling. He has written more than 100,000 lines of code in Python, MATLAB, and TCL, focusing on the nonlinear analysis of various structural systems, such as buildings and bridges with diverse seismic resistance systems. He has trained over 300 MS and PhD students worldwide through one-on-one sessions.
Master of Science in Structural Engineering
Tesis:
Evaluation of Seismic Performance Factors of Buckling Restrained Braced Frames (BRBFs)
100,000+ lines of programming in Python, MATLAB, and TCL
10,000+ hours of research in nonlinear modeling and structural analysis
2,000+ one-on-one training sessions with 300+ MS and PhD students globally
200+ hours of online video courses (not in English)
7,000+ answers to research questions on nonlinear analysis from MS and PhD researchers
6 published papers and 3 papers under review
Modeling various building and bridge structural systems using OpenSees and OpenSeesPy
Conducting nonlinear analysis for seismic, wind, and flood loads, using methods such as pushover, IDA, cloud, MSA, and more
Proficient in advanced programming with Python, MATLAB, and TCL
Structural optimization using MATLAB and Python
Automating structural modeling with ETABS API and Python
Steel Moment Frame (distributed plasticity, fiber model)
Steel Moment Frame (lumped plasticity, Ibarra-Krawinkler model)
Concrete Moment Frame (distributed plasticity, fiber model)
Concrete Moment Frame (lumped plasticity, Ibarra-Krawinkler model)
Special Truss Moment Frame
Modular Steel Building
Concrete-Filled Tube Frame (CFT)
Concentric and Eccentric Steel Braced Frames (CBF and EBF)
Buckling Restrained Braced Frame (BRBF)
Strongback Braced Frame
High-Rise Steel Building with Outrigger and Belt Trusses
Concrete Shear Wall
Hybrid Coupled Wall System (steel and concrete beams)
Masonry Wall
Infilled Walls (in steel and concrete frames)
Insulated Concrete Form System (ICF)
Viscous Damper
Friction Damper
Yielding Steel Damper
Tuned Mass Damper (TMD)
Single and Triple Friction Pendulum Isolators
Elastomeric Bearing Isolator
Self-Centering Wall systems
Braced Frames equipped with Shape Memory Alloys (SMA)
Self-Centering Column Base Connection
Self-Centering Beam to Column Connection
Soil-Shallow Foundation Interaction (Winkler and direct models)
Soil-Pile-Structure Interaction (Winkler model)
Soil-Tunnel Interaction (direct model)
Single-frame and Multi-frame Bridge Systems
Cable-Stayed Bridges
Bridge Detailing: Deck and Piers, Shear Keys, Backfill Soil, Piles, Pounding, Bearing Pads, Restrainers
Steel Moment Frame optimization based on performance levels (IO, LS, CP) using OpenSees and MATLAB
Topology optimization of steel braced frames with SMA and soil interaction using OpenSees and MATLAB
Tall building outrigger system optimization using Python and ETABS API
Shear wall structure optimization using OpenSeesPy, Python, MATLAB, and ETABS API
Seismic fragility assessment and progressive collapse analysis
Pounding between adjacent structures
FRP-Confined Concrete modeling
Advanced procedural programming, structural algorithms, teaching MATLAB for structural/seismic purposes
Advanced procedural programming, structural algorithms, teaching Python for structural/seismic purposes
Advanced procedural programming for OpenSees
Advanced in reading, speaking, listening, and writing
Eslamnia, H., Malekzadeh, H., Jalali, S. A., & Moghadam, A. S. (2023). Seismic energy demands and optimal intensity measures for continuous concrete box-girder bridges. Soil Dynamics and Earthquake Engineering, 165, 107657.
Farajian, M., Sharafi, P., Eslamnia, H., Kildashti, K., & Bai, Y. (2022). Classification of inter-modular connections for stiffness and strength in sway corner-supported steel modular frames. Journal of Constructional Steel Research, 197, 107458.
Farajian, M., Kildashti, K., Sharafi, P., & Eslamnia, H. (2022, November). Quantification of seismic performance factors for modular corner-supported steel bracing system. In Structures (Vol. 45, pp. 257-274). Elsevier.
Farajian, M., Sharafi, P., Bigdeli, A., Eslamnia, H., & Rahnamayiezekavat, P. (2022). Experimental Study on the Natural Dynamic Characteristics of Steel-Framed Modular Structures. Buildings, 12(5), 587.
Farajian, M., Sharafi, P., Eslamnia, H., Bai, Y., & Samali, B. (2023, March). Classification system for inter-modular connections in non-sway corner-supported steel modular buildings. In Structures (Vol. 49, pp. 807-825). Elsevier.
Mirzai, N. M., Eslamnia, H., Sina Bakhshinezha, S., Jeong, S. H. (2023). Seismic fragility assessment of a multi-span continuous I-girder bridge controlled by a self-centering damper. In Structures. Elsevier.
Development of seismic fragility functions for close-spaced reinforced masonry shear walls (under review)
Seismic fragility of non-ductile and limited ductile reinforced concrete shear walls under in-plane loading conditions (under review)