HIGH-RISE 3D STRUCTURAL INTEGRITY SIMULATIONQMQ 2.01.03-19
Haqiqiy WebGL 3D seysmik tebranish, karkas yuki va elastik deformatsiya modeli
Top Displacement
0mm
Limit: ≤ 45 mm (H/500)Vibration Period (T)
1.44soniya
T ≈ 0.09 · 9 qavatBase Axial Load
76.8MN
Raft Slab yuk taqsimotiSeysmik Xavfsizlik
✅ TALABGA MOS
Toshkent (MSK-64: 9 ball)Sichqoncha / barmoq bilan 360° aylantiring va yaqinlashtiring
KARKAS ZO'RIQISHI (STRESS):
Kam yuk (0.3)
O'rtacha (0.6)
Maksimal (0.9+)
Qatlamlar:
Qavatlar:9
Ball:9
Arxitektura chizmasini (PDF / DWG / IFC) tashlang
Formatlar: PDF, DWG, DXF, IFC (BIM LOD 200-400)
+ Faylni yuklashEkspertiza Parametrlari & Me'yoriy Nazorat
Deterministik tekshiruv9Q
Shift balandligi
m
ShNQ 2.08: ≥2.70mPandus qiyaligi
%
ShNQ 2.07: ≤8.33%Yong'in yo'li
m
ShNQ 2.01: ≥6.0mParkovka nisbati
joy
ShNQ 2.08: ≥1.0