Where Science Meets Engineering

EN/МК

Search ISOGKP

About→Services→Earthquakes→Projects→Education & Training→Publications→Eurocode Doctor→Climate & Resilience→News→Contact→MPS Verification of Structural Design→MIS-1 Mid-construction Quality Opinion→MIS-2 Final Structural Quality Assessment→MRS Regulations and Standards→

ISOGKP · Where Science Meets Engineering

Eurocode 8 — Seismic Design of Buildings

Principles, seismic action, structural analysis, capacity design and detailing — a professional workflow for earthquake-resistant buildings.

EC8-P01Professional · Intermediate6 h9 modules20 lessons

Course overview

A progressive professional course covering principles, seismic action, site effects, structural analysis, ductility, capacity design, reinforced-concrete detailing and a complete conceptual workflow.

Eurocode edition control

Edition control: this course teaches stable engineering principles across the first- and second-generation Eurocode transition. Every project must identify the exact adopted EN 1998 edition, amendments and National Annex. Numerical, clause-specific and Nationally Determined content remains marked for expert/source verification until authoritative ISOGKP source material is connected.

Course progress—

0 of 20 lessons complete

Current module: Introduction to Eurocode 8Module checks: 0/9Final assessment: pending
Start course →

Learning outcomes

After this course, you will be able to

  • Structure a traceable Eurocode 8 workflow
  • Interpret seismic action, spectra and site effects
  • Select a concept and justified analysis route
  • Connect ductility, q, capacity design and RC detailing
  • Review a design using a professional checklist

Who it is for

Professional audience

  • Structural and civil engineers
  • Designers and reviewers
  • Postgraduate engineering students
  • Professionals seeking a practical introduction or refresher

Curriculum

Modules and lessons

01

Introduction to Eurocode 8

Purpose, performance and workflow.

  1. 01Purpose and performance objectives20 min · Why seismic design manages performance and consequences rather than treating earthquake action as an ordinary static load.
  2. 02Scope, companion Eurocodes and workflow17 min · Place EN 1998 in the coordinated Eurocode system and build a traceable workflow.
Module knowledge check · 3 questions

Assessment

Module 1 knowledge check

Answer all questions. A score of 75% is required for the completion certificate.

01Seismic design primarily seeks…
02Conceptual design should occur…
03EN 1998 can be applied without companion Eurocodes.
02

Seismic action and design spectrum

Hazard, spectra, damping, importance and design response.

  1. 03Ground motion, hazard and reference action18 min · Understand PGA, probability and return-period concepts without substituting unverified parameters.
  2. 04Reading the elastic response spectrum20 min · Understand spectral acceleration, periods, damping and horizontal or vertical components.
  3. 05Design spectrum and behaviour factor workflow17 min · Relate elastic demand, design spectrum and q without assigning unsupported national values.
Module knowledge check · 3 questions

Assessment

Module 2 knowledge check

Answer all questions. A score of 75% is required for the completion certificate.

01A response-spectrum point represents…
02A missing NDP should be…
03Why is q not a free reduction factor?
03

Ground conditions and site effects

Classification, amplification and special site hazards.

  1. 06Ground classification and site amplification18 min · Connect geotechnical evidence, ground classification and spectral demand.
  2. 07Special site conditions and liquefaction awareness20 min · Recognize when routine classification is insufficient and specialist assessment is needed.
Module knowledge check · 3 questions

Assessment

Module 3 knowledge check

Answer all questions. A score of 75% is required for the completion certificate.

01Ground classification should be based on…
02Same reference hazard can produce different site demand because…
03Liquefaction concern requires…
04

Structural concept and regularity

Load paths, diaphragms, torsion and irregularity.

  1. 08Structural concept, load paths and diaphragms17 min · Use simplicity, symmetry, redundancy and diaphragm action for predictable behaviour.
  2. 09Regularity, torsion and vertical discontinuity18 min · Assess plan and elevation configuration before choosing the analysis strategy.
Module knowledge check · 3 questions

Assessment

Module 4 knowledge check

Answer all questions. A score of 75% is required for the completion certificate.

01An offset stiff core raises concern about…
02A soft storey represents…
03Before detailed analysis, trace…
05

Methods of structural analysis

Modelling, method selection and response interpretation.

  1. 10Structural modelling and dynamic properties20 min · Build a model whose mass, stiffness and torsion represent the intended structure.
  2. 11Selecting and interpreting the analysis method17 min · Compare lateral-force, modal spectrum and advanced methods without oversimplifying eligibility.
Module knowledge check · 3 questions

Assessment

Module 5 knowledge check

Answer all questions. A score of 75% is required for the completion certificate.

01A complex model with unverified stiffness is…
02When higher modes and torsion matter, the method should…
03Method eligibility comes from…
06

Ductility and behaviour factor q

Inelastic response, dissipation and system-level q decisions.

  1. 12Ductility and energy dissipation18 min · Understand elastic versus inelastic response and stable cyclic deformation.
  2. 13Behaviour factor q and ductility class20 min · Treat q as a consequence of a complete structural strategy, not a free reduction.
Module knowledge check · 3 questions

Assessment

Module 6 knowledge check

Answer all questions. A score of 75% is required for the completion certificate.

01Ductility primarily means…
02Higher ductility generally requires…
03Can q be selected before the structural system?
07

Capacity design

Hierarchy, protected actions and mechanism selection.

  1. 14Capacity-design philosophy and hierarchy17 min · Choose a desirable mechanism and protect it from brittle alternatives.
  2. 15Selecting and checking the desired mechanism18 min · Apply capacity-design reasoning to frames, walls and mixed systems.
Module knowledge check · 3 questions

Assessment

Module 7 knowledge check

Answer all questions. A score of 75% is required for the completion certificate.

01Capacity design starts by…
02Brittle modes use credible ductile resistance because…
03Strong-column/weak-beam seeks to avoid…
08

Reinforced-concrete buildings

Systems, critical regions, member details and interfaces.

  1. 16RC systems and critical regions20 min · Compare frames, walls and dual systems and locate concentrated cyclic demand.
  2. 17RC member and joint detailing concepts17 min · Connect confinement, transverse reinforcement and anchorage to cyclic behaviour.
  3. 18RC walls, boundary regions and interfaces18 min · Review wall behaviour, boundaries, coupling and foundation transfer.
Module knowledge check · 3 questions

Assessment

Module 8 knowledge check

Answer all questions. A score of 75% is required for the completion certificate.

01Critical regions are identified from…
02A ductile beam mechanism can be lost through…
03Why are numerical reinforcement limits absent?
09

Practical design workflow

A multi-storey RC case study from brief to review.

  1. 19Case study: definition to analysis20 min · Develop the conceptual design of a multi-storey RC building using declared assumptions.
  2. 20Case study: capacity design, detailing and review17 min · Complete the workflow from analysis interpretation to coordinated review.
Module knowledge check · 3 questions

Assessment

Module 9 knowledge check

Answer all questions. A score of 75% is required for the completion certificate.

01Case-study project parameters are…
02Before member verification…
03Independent review verifies…

Professional reference

Eurocode 8 — Seismic Design Review Checklist

Use this as an educational review aid. It does not replace the applicable standards, National Annex or responsible engineer’s review.

Site and seismic input

  • Confirm location, use, importance context and working assumptions.
  • Record the adopted edition, amendments and National Annex.
  • Archive authoritative hazard sources and every NDP.

Ground conditions

  • Review investigation scope, classification and uncertainty.
  • Escalate liquefaction, instability, topography or unusual deposits.
  • Coordinate EN 1997 evidence with EN 1998 inputs.

Structural concept and regularity

  • Trace diaphragm and lateral load paths to foundations.
  • Assess symmetry, redundancy, separation and torsion.
  • Document regularity using verified criteria.

Modelling and analysis

  • Audit mass, stiffness, supports and diaphragms.
  • Justify method and modal combination.
  • Review modes, reactions, torsion, drift and second-order sensitivity.

Behaviour factor and capacity design

  • Record system, ductility class and basis for q.
  • Define dissipative regions and hierarchy.
  • Derive protected actions from verified provisions.

Members, detailing and foundations

  • Verify flexure, axial force, shear, joints and interfaces.
  • Coordinate confinement, anchorage, splices and critical regions.
  • Check walls, boundaries, coupling and foundation transfer.

Drawings and documentation

  • Reconcile calculations, model, drawings and specifications.
  • Make assumptions, revisions and open actions visible.
  • Confirm seismic intent is constructible and inspectable.

National Annex and independent review

  • Recheck every Nationally Determined Parameter.
  • Resolve edition-transition and source-status items.
  • Complete independent review and close comments.

Final assessment

Complete all 20 questions

A score of 75% is required. Retry is allowed; the best result is retained on this device.

Assessment

Final course assessment — 20 questions

Answer all questions. A score of 75% is required for the completion certificate.

01Seismic design primarily seeks…
02Conceptual design should occur…
03A response-spectrum point represents…
04A missing NDP should be…
05Why is q not a free reduction factor?
06Ground classification should be based on…
07Liquefaction concern requires…
08An offset stiff core raises concern about…
09A soft storey represents…
10A complex model with unverified stiffness is…
11When higher modes and torsion matter, the method should…
12Method eligibility comes from…
13Ductility primarily means…
14Can q be selected before the structural system?
15Capacity design starts by…
16Brittle modes use credible ductile resistance because…
17Critical regions are identified from…
18A ductile beam mechanism can be lost through…
19Case-study project parameters are…
20Independent review verifies…

Completion framework

ISOGKP Certificate of Completion

Complete every lesson, pass every module check and pass the final assessment to unlock the certificate.

  • 0/20 lessons completed
  • 0/9 module checks passed
  • Final assessment: 75% required

Progress and certificates are stored only in this browser. Verified, account-based issuance can be connected through the Academy repository and the existing authenticated CMS when enabled.