8A. ANALYSIS Part 1: NEW BUILDINGS

CHAPTER 8A 'ANALYSIS' 2 Contents SCENARDS ............................................................................................................................................. 3 1.1 NEW .......................................................................................................................................................................................... 4 1.2 A CTIVE SCENARIO .................................................................................................................................................................. 12 1.3 EXECUTE ................................................................................................................................................................................ 12 OBSERVATION .............................................................................................................................................. 13 1 . S1 STATIC SCENARIO ................................................................................................................................ 13 1 . S2 SCENARIO DYNAMICS .......................................................................................................................... 16 1 . S3 SCENARIOS E.A.K.................................................................................................................................. 20 1 . P3.1 S EISMIC ANALYSIS AND TYPE E.A.K. (S TATIC )........................................................................................... 20 1. C3.§ C RITERIA FOR EXEMPTION FROM THE INSPECTION OF THE STRUCTURAL ADEQUACY OF EXISTING BUILDINGS (G OVERNMENT G AZETTE 350/17-2-2016) .................................................................................................. 25 1 . P3.2 SEISMIC ANALYSIS AND E.A.K. (DYNAMIC-ET)...................................................................................... 29 1 . P4 S EISMIC A NALYSIS AND T YPE O LD 1959-84............................................................................................... 33 1 . C5 S EISMIC A NALYSIS AND T YPE A NALYSIS O LD 1984-93 ................................................................................. 35 1 . S6 EUROCODE SCRIPTS ............................................................................................................................ 37 1 . C6.1 A NALYSIS OF EC-8_G REEK AND T YPE S TATIC .......................................................................................... 39 1 . C6.2 A NALYSIS OF EC-8_G REEK AND T YPE D YNAMIC ....................................................................................... 39 1 . C6.1&C6.2 EC-8_G REEK S TATIC AND EC-8_G REEK D YNAMIC ANALYSES ........................................................... 40 1 . S6.§ M ODIFICATION OF THE CALCULATION OF THE SEISMIC COEFFICIENT Q .......................................................................... 47 1 . S6.§ E ARTHQUAKE V ICTIM C HECKING .................................................................................................................................. 52 1 . S6.§ A CCELERATION FACTOR FOR THE PLANNING OF REPAIRS OF EARTHQUAKE - FIRE DAMAGED BUILDINGS ...................... 54 RESULTS ............................................................................................................................................... 60 C OMBINATIONS ............................................................................................................................................................. 60 2.1 . C1 C OMBINATIONS OF S EISMIC / EC-8 AND T YPE S TATIC SEISMIC ANALYSIS SCENARIOS .......................................61 2.1 . C2 C OMBINATIONS OF S EISMIC / EC-8 AND T YPE D YNAMIC SEISMIC ANALYSIS SCENARIOS ....................................64 2.1 . C3 C OMBINATIONS OF S EISMIC AND T YPE P ALEO S EISMIC AND T YPE P ALEO SEISMIC ANALYSIS SCENARIOS ................... 66 2.1 C OMBINATIONS FOR W IND - S NOW ............................................................................................................................. 68 C ONTROLS ...................................................................................................................................................................... 70 2.2 . C1 S EISMIC T IRE S CENARIO C HECKS ..................................................................................................................................... 70 2.2 . S2 E LASTIC ANALYSIS S EISMIC / EAK AND T YPE S TATIC & D YNAMIC - ET............................................................70 2.2 . C3 S EISMIC T IRE S CENARIO C HECKS S EISMIC / P ALEO ........................................................................................................ 73 2.2 . P4 EC-8 AND S TANDARD S TATIC & D YNAMIC SEISMIC ANALYSIS SCENARIO CHECKS .............................................73 2.2 . C5 S CENARIO CHECKS OF ELASTIC AND NON - ELASTIC ANALYSES (CAN.EPE) ....................................................... 75 E ARTHQUAKE ACTION .................................................................................................................................................... 75 2.3 . S1 S EISMIC ACTION OF SEISMIC ANALYSIS SCENARIOS S TATIC ELASTIC ANALYSES ..................................................75 2.3 . S2 S EISMIC ACTION OF D YNAMIC & S TATIC SEISMIC ELASTIC ANALYSIS SCENARIOS ( WITH B UILDING I DENTITY F ROM D YNAMIC A NALYSIS ) .....................................................................................................................................76 2.3 . C3 S EISMIC ACTION OF ELASTIC AND INELASTIC ANALYSIS SCENARIOS (CAN.EPE) ................................................ 77 ADVERTISEMENT ................................................................................................................................. 78 3.1 D ISPLAY OF E LASTIC AND N ON - ELASTIC ANALYSES (CAN.EPE) ....................................................................... 78