Page 8 - Reinforced concrete voided slabs subjected to gravity and seismic actions

8Reinforced concrete voided slabs subjected to gravity and seismic actions4.3.3.1. 4.3.3.2. 4.3.3.3.Punching strength (Failure mode I) ............................. Shear strength (Failure mode I) ................................... Comparison with experimental data ..............................» 192 » 193 » 194 » 201 » 201 » 201 » 201 » 208 » 216 » 216 » 224» 233 » 233 » 234» 234» 235 » 236» 2374.4. Tests with lateral load ........................................................................4.4.1. Description of the test ................................................................. 4.4.1.1. Test samples................................................................... 4.4.1.2. Test diagram .................................................................4.4.2. Experimental results ....................................................................4.4.3. Numerical Modelling .................................................................. 4.4.3.1. Three-dimensional model with finite elements ............ 4.4.3.2. Discrete model for slab floors ......................................5. Conclusions ........................................................................5.1. Structural response and regulatory framework of U-Boot Beton® plates5.2. Seismic design of structures made of slabs ............................................5.3. Punching shear verifications, calculation and arrangementof reinforcements ........................................................................5.4. Two-way transfer of loads and resistances to shear stress ofU-Boot Beton® voided slabs. ..................................................................5.5. Seismic response of U-Boot Beton® voided plates .................................Appendix – Slab Cracking ........................................................................up © Dalifoform Group © Daliform Grouup © Daliform Group © Daliform Group © Dalifoform Group © Daliform Group © Daliform Group © Daliform Grouup © Daliform Group © Daliform Group © Daliform Group © Daliform Group © Dalifoform Group © Daliform Group © Daliform Group © Daliform Group © Daliform Group © Daliform Grouup © Daliform Group © Daliform Group © Daliform Group © Daliform Group © Daliform Group © Daliform Group © Dalifoform Group © Daliform Group © Daliform Group © Daliform Group © Daliform Group © Daliform Group © Daliform Group © Daliform Grouup © Daliform Group © Daliform Group © Daliform Group © Daliform Group © Daliform Group © Daliform Group © Daliform Group © Dalifo form Group © Daliform Group © Daliform Group © Daliform Group © Daliform Group © Daliform Group © Daliform Group © Daliform Grou© Daliform Group © Daliform Group © Daliform Group © Daliform Group © Daliform Group © Daliform Group © Daliform Group © Dalifo iform Group © Daliform Group © Daliform Group © Daliform Group © Daliform Group © Daliform Group © Daliform Grouup © Daliform Group © Daliform Group © Daliform Group © Daliform Group © Daliform Group © Dalifo form Group © Daliform Group © Daliform Group © Daliform Group © Daliform Grouup © Daliform Group © Daliform Group © Daliform Group © Dalifoform Group © Daliform Group © Daliform Grouup © Daliform Group © Dalif form Grou