Analysis and modelling of the seismic behaviour of high ... - Ingegneria

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5. SEISMIC BEHAVIOUR OF RC COLUMNS EMBEDDING STEEL PROFILES • Details of the steel profile for the Seismic load combination A (Design Case 2) HEM 280 Major Axis Minor Axis NSd 3992,9 kN NSd 3152,3 kN MRd,conc 963,07 kNm MRd,conc 552,39 kNm VRd,conc 711,8 kN VRd,conc 534,4 kN NRd,steel 7751,91 kN NRd,steel 7751,91 kN MRd,steel 957,21 kNm MRd,steel 450,85 kNm VRd,steel 1342,11 kN VRd,steel 3541,70 kN Asteel 24020 mm² Asteel 24020 mm² Asteel/Aconc 6,24% Asteel/Aconc 6,24% NPl,Rd,comp 16825,28 kN NPl,Rd,comp 16091,10 kN MRd,comp 2151,84 kNm MRd,comp 1342,58 kNm MRd,comp/MRd,conc 2,16 MRd,comp/MRd,conc 2,36 Table 5.8. Details of the HEM 280 steel profile HEB 360 Major Axis Minor Axis NSd 3992,9 kN NSd 3152,3 kN MRd,conc 963,07 kNm MRd,conc 552,39 kNm VRd,conc 711,8 kN VRd,conc 534,4 kN NRd,steel 5828,45 kN NRd,steel 5828,45 kN MRd,steel 865,88 kNm MRd,steel 333,05 kNm VRd,steel 1129,14 kN VRd,steel 2515,41 kN Asteel 18060 mm² Asteel 18060 mm² Asteel/Aconc 4,69% Asteel/Aconc 4,69% NPl,Rd,comp 10033,85 kN NPl,Rd,comp 9299,67 kN MRd,comp 2042,2 kNm MRd,comp 1256,90 kNm MRd,comp/MRd,conc 2,30 MRd,comp/MRd,conc 2,28 Table 5.9. Details of the HEB 360 steel profile 193
5. SEISMIC BEHAVIOUR OF RC COLUMNS EMBEDDING STEEL PROFILES • Details of the steel profile for the Seismic load combination B (Design Case 3) 194 HEM 200 Major Axis Minor Axis NSd 2098,1 kN NSd 1782,8 kN MRd,conc 311,8 kNm MRd,conc 239,1 kNm VRd,conc 604,5 kN VRd,conc 570,5 kN NRd,steel 4237,41 kN NRd,steel 4237,41 kN MRd,steel 366,30 kNm MRd,steel 174,31 kNm VRd,steel 764,50 kN VRd,steel 1919,16 kN Asteel 13130 mm² Asteel 13130 mm² Asteel/Aconc 3,41% Asteel/Aconc 3,41% NPl,Rd,comp 7886,17 kN NPl,Rd,comp 7887,17 kN MRd,comp 925,12 kNm MRd,comp 798,28 kNm MRd,comp/MRd,conc 2,97 MRd,comp/MRd,conc 3,34 Table 5.10. Details of the HEM 200 steel profile HEB 240 Major Axis Minor Axis NSd 2098,1 kN NSd 1782,8 kN MRd,conc 311,8 kNm MRd,conc 239,1 kNm VRd,conc 604,5 kN VRd,conc 570,5 kN NRd,steel 3420,91 kN NRd,steel 3420,91 kN MRd,steel 339,83 kNm MRd,steel 160,85 kNm VRd,steel 619,16 kN VRd,steel 1520,43 kN Asteel 10600 mm² Asteel 10600 mm² Asteel/Aconc 2,75% Asteel/Aconc 2,75% NPl.Rd,comp 10725,46 kN NPl,Rd,comp 10725,46 kN MRd,comp 944,57 kNm MRd,comp 737,42 kNm MRd,comp/MRd,conc 3,03% MRd,comp/MRd,conc 3,08% Table 5.11. Details of the HEB 240 steel profile
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Dipartimento di Ingegneria Meccanic
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UNIVERSITÀ DEGLI STUDI DI TRENTO D
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Ai miei genitori
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INDEX 1 INTRODUCTION...............
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INDEX iii 4.10.3 Results of the PsD
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1.1 Introduction 1 1 INTRODUCTION I
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1. INTRODUCTION imposes precise con
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1. INTRODUCTION joints whilst 2D mo
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7 2 DUCTILITY AND SEISMIC RESPONSE
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2. DUCTILITY AND SEISMIC RESPONSE O
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3. SEISMIC BEHAVIOUR OF BOLTED END
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5. SEISMIC BEHAVIOUR OF RC COLUMNS
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6. SUMMARY, CONCLUSIONS AND FUTURE
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Analysis and modelling of the seismic behaviour of high ... - Ingegneria

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