1 |
- |
The need for displacement based seismic design.Historical cönsideration. Foce -based design, Problems with force based design |
- |
2 |
- |
Ductility of structural systemms.Relationship between strength and ductılıty demand, Structural wall buildings with unequal wall length |
- |
3 |
- |
Stuctures with dual load paths.Relationship between elastik and in elastic displacement demand |
- |
4 |
- |
Developments of displac ement -based design methods |
- |
5 |
- |
Seismic input for displacement - based design: Characteristics of accelerograms.Response spectra.Response spectra for accelerograms |
- |
6 |
- |
Design elastic specra.İnfluence of damping and ductility on spectral displacement responce |
- |
7 |
- |
Choice of accelelograms for time history analysis.Direct displacement- based design. Fundamental considerations |
- |
8 |
- |
MID-TERM EXAM |
- |
9 |
- |
İntroduction.Basic formulation of the method |
- |
10 |
- |
Development of displacement-based design method |
- |
11 |
- |
Development of displacement-based design method |
- |
12 |
- |
Development of displacement-based design method |
- |
13 |
- |
Seismic data entry for displacement-based design |
- |
14 |
- |
Seismic data entry for displacement-based design |
- |
15 |
- |
Seismic data entry for displacement-based design |
- |
16 |
- |
FINAL EXAM |
- |
17 |
- |
FINAL EXAM |
- |