Ben Yang | ysh0726@midasit.com
MIDAS GEN NX · Eurocode 8
MIDAS Academy · Hands-On Training
Steel Building
Pushover Analysis
to EC8A complete nonlinear workflow in MIDAS GEN NX
Reserve Your Seat
100% hands-on modelling
In-person at UTCB
Nonlinear static analysis to EC8
Certificate of completion
Workshop Overview
From Structural Model to Seismic Performance Evaluation
This training presents a comprehensive workflow for the numerical modelling and nonlinear seismic assessment of a steel building using MIDAS GEN NX.
The case study is a four-storey steel structure (G+3) near Bucharest, with an eccentrically braced frame (EBF) system designed to provide lateral stiffness, strength and energy dissipation through controlled inelastic deformation of the dissipative links.
The main focus is on nonlinear static (pushover) analysis — and on what the resulting capacity curves reveal about the seismic performance of the structure.
Don’t miss your chance to join — spaces are limited!
Case study
- Structure
- Four-storey steel building (G+3)
- Analyses
- Modal · Elastic seismic · Pushover
- Code
- Eurocode 8
- Software
- MIDAS GEN NX
The Workflow
Four Stages, One Complete Assessment
The seminar follows the full workflow, from structural model development to seismic performance evaluation.
01
3D finite element model
- Structural geometry and member properties
- Boundary conditions
- Floor diaphragm modelling
- Gravity loads and seismic actions
02
Modal & elastic seismic analysis
- Dynamic characteristics of the building
- Lateral stiffness distribution
- Elastic seismic response
Main focus
03
Pushover analysis setup
- Nonlinear force–deformation relationships
- Plastic hinge properties
- Inelastic behaviour of the EBF links
04
Seismic performance
- Capacity curves
- Progressive development of plastic mechanisms
- Link deformation demands and inter-storey drifts
- Global displacement capacity
Nonlinear static analysis
Read the Capacity Curve Like an Engineer
The seminar highlights what nonlinear static analysis can show for steel eccentrically braced frames — beyond what an elastic analysis can tell you.
Schematic · capacity curve with idealised bilinear (dashed)
-
Plastic mechanisms, step by step
Follow how plastic hinges form and spread through the structure as the lateral load increases.
-
Link demands and drifts
Check link deformation demands and inter-storey drifts against what the EBF is designed to deliver.
-
Global capacity and performance
Use the capacity curves to judge the global displacement capacity and the seismic performance of the building.
Practical information
Your Trainer and the Venue
Trainer
Antonio-Andrei Cristian
Founder & Structural Engineer · Anotech Romania
Antonio-Andrei Cristian is a structural engineer and PhD candidate with over 10 years of international experience in seismic assessment and forensic evaluation of complex projects across the nuclear and energy sectors, spanning conceptual design to detailed analysis in Romania and abroad.
GEN NX · Seismic assessmentVenue
UTCB – Universitatea Tehnică de Construcții București
Bulevardul Lacul Tei 124, 020396 București, Romania
Before you come
Required Steps Before the Workshop
To take part in the hands-on session, please complete the steps below before the event. This way you can start modelling from the very first minute — thank you for preparing in advance.
Required
1
Bring your laptop
Make sure it can run MIDAS GEN NX (a training license will be provided on the day).
Required
4
Activate your license
Activation details will be sent to the email registered with your MIDAS Member account – please check your inbox (and spam folder).
Recommended
5
Bring an external mouse
An external mouse is highly recommended for modelling comfort.
Be in the room on 3 November
One afternoon, limited places at UTCB in Bucharest. Registration is required so we can prepare the seats and the training licenses.
See you in Bucharest in
--days
--hours
--minutes
Adding this event to your calendar does not reserve your seat. Please complete the registration form below.