Research Article
Comparison of Two Mechanics-Based Methods for Simplified Structural Analysis in Vulnerability Assessment
Table 1
Geometrical properties of the central frame of the
prototype building in Figure
3
designed to
different proportions of lateral load (
c).
| Section | Depth*/width (mm) | % | % | % | % | % |
| Central beam | 320/1300 | 370/1500 | 370/1800 | 420/1600 | 420/1900 |
| Col P4 | | | | | |
| 1st Fl | 300/400 | 300/300 |
300/400 | 300/400 |
300/600 | 2nd Fl |
300/300 | 3rd Fl | 4th Fl |
| Col P5 | | | | | |
| 1st Fl | 700/300 | 600/300 |
900/300 | 800/400 |
800/400 | 2nd Fl | 600/300 | 3rd Fl | 400/300 | 4th Fl | 300/300 |
|
|
*The depth of the column is the section dimension in the x direction.
|