Research Article
Shaking Table Tests on Earthquake Response Characterization of a Complex Museum Isolated Structure in High Intensity Area
Table 1
Details of the museum prototype structure.
| | Floor | Structure form | Structure frame (mm) | Materials | | Floor number | Building height (m) | Column | Beam | Slab | Steel | Concrete |
| | Roof | 37.4 | Steel truss | 390 × 300 × 10 × 16 | 500 × 200 × 10 × 16 | / | Q345B | / | | “Treasures fill the house” | 33.2 | Chords: 450 × 16; webs: 351 × 16; suspenders: 299 × 10 | | 5th F | 33.9 | Reinforced concrete (RC) | 700 × 700 | 800 × 600/800 × 500 | 150 | Q345B
HRB335
HRB400 | C40 | | 4th F | 30.4 | Concrete filled steel tubular (CFST) | 1500 × 1500
1200 × 900
1000 × 1000 | 1400 × 1000/1200 × 800
1000 × 700/1000 × 600 | 120 | C45 | | 3rd F | 26.6 | | 2nd F | 22.8 | C50 | | 1st F | 15.2 | 150 | | −1st F | 7.6 | | −2nd F | / | / | 400 |
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Note: (1) Concrete filled steel tubular sections: column: ; beam: ; (2) reinforced concrete sections: column: ; beam: ; (3) steel truss sections: column/beam: ; chords/webs/suspenders: ; (4) floor slab thickness: .
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