Case Study Seismic Performance Evaluation
according to each design code

Jun 14th - Jun 22nd on Demand for free

Overview

 

There are still many existing buildings that do not have safety for earthquakes. However, seismic evaluation and reinforcement are required for continuous use.

 

Nonlinear analysis like pushover and time history analysis, is a method to evaluate the seismic performance of a building efficiently.

 

In this webinar, We would like to introduce how to evaluate seismic performance and reinforce through pushover analysis according to UK standard and Eurocode 8. It will help you to understand and perform the seismic performance design.

 

 

 

 

 

 

Key Point
  • Explanation of important terms for Pushover analysis

    1.  Performance-based seismic design(PBSD)

    2. Performance objective

    3. Pushover analysis and Methods

  • The procedure of Seismic Performance Evaluation

    1.  Displacement Coefficient Method (DCM)

    2. Capacity Spectrum Method (CSM)

    3. Seismic Performance evaluation According to Eurocode8-3

    4. Example for Pushover analysis

     

  • How to improve a seismic performance

Agenda
  • Session 1

    Introduction of Performance Evaluation & Design Code

  • Session 2

    Procedure of Performance Evaluation by Pushover analysis

  • Session 3

    Tutorial for 1D &2D Model

  • Session 4

    Introduction of How to improve a seismic performance

Speaker
  • Young-il Seo | Principal Structural Engineer

    Young-il has over 13+ years of experience in building design, especially high-rise buildings with column reduction analysis, plant structures, pushover analysis, health monitoring, and vibration control projects. Since 2016, he is planning and providing technical supports for midas building products such as midas Gen, nGen, and Design+.

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