8B. ANALYSIS PART 2

CHAPTER 8B 'ANALYSIS' 2 Contents • FOREWORD ........................................................................................................................................... 3 • 3RD REVISION OF THE 2022 ANNUAL PLAN ......................................................................................... 4 • REQUIREMENTS .................................................................................................................................... 5 • EXISTING MATERIALS ............................................................................................................................ 6 • SECONDARY ELEMENTS IN SCADA PRO ............................................................................................. 10 • SECONDARY PRE-SEISMIC CONTROL ................................................................................................... 12 • DESIGNATION OF EARTHQUAKE VICTIMS (F.E.C., NO. 455, 25.02.20) .............................................. 12 SCENARDS ........................................................................................................................................... 15 Σ1. EC-8_G REEK AND T YPE P RE -C ONTROL S TATIC / D YNAMIC ............................................................................. 15 Σ2. A NALYSIS OF EC-8_G REEK AND T YPE OF E LASTIC S TATIC / D YNAMIC ................................................................ 26 1.2. 1 E XPLANATORY E XAMPLE ..................................................................................................................................................... 35 1.2. 2 C ONTROL OF THE INFLUENCE OF THE ANTERIOR SINGULARITIES ....................................................................................... 40 Σ3. A NALYSIS OF EC-8_G REEK AND T YPE P USHOVER .......................................................................................... 43 1.3. 1 NEW VALUATION AND REDESIGN METHODOLOGY (CANC. 3RD REVISION 2022)................................. 56 1.3. 1 S EISMIC C LUSTER ................................................................................................................................................................ 57 1.3. 2 M ETHOD OF THE E QUIVALENT F RAMEWORK .................................................................................................................... 61 1.3. 3 D ISPLAY OF COLOUR GRADATIONS ..................................................................................................................................... 64 1.3. 3 (C2) E LASTIC ANALYSIS SCENARIOS .................................................................................................................................... 65 1.3. 3 (C3) E LASTIC A NALYSIS SCENARIO ..................................................................................................................................... 69 Σ4. A NALYSIS OF EC-8_G REEK AND T YPE T IME H ISTORY L INEAR ........................................................................... 74 RESULTS ............................................................................................................................................... 79 2. 1 C OMBINATIONS ....................................................................................................................................................................... 79 2.1. 1 C OMBINATIONS OF SEISMIC ELASTIC ANALYSIS SCENARIOS ............................................................................................... 80 2. 2 AUDITS . ................................................................................................................................................................................... 83 2.2. 1 EC-8 AND T YPE S TATIC & D YNAMIC SEISMIC ELASTIC ANALYSIS SCENARIO TESTS ............................................... 83 2.2. 2 S EISMIC A NELASTIC A NALYSIS S CENARIO T ESTS EC-8.................................................................................. 87 2. 3 E ARTHQUAKE ACTION ............................................................................................................................................................. 95 2.3. 1 S EISMIC ACTION OF ELASTIC ANALYSIS SCENARIOS ............................................................................................................ 95 2.3. 2 S EISMIC A CTION OF R ESILIENT A NALYSIS S CENARIOS ....................................................................................................... 98 2.4 S ECONDARY PRE - CONCUSSION CONTROL (G OVERNMENT G AZETTE 3134/21-6-2022) ....................................... 102 2.5 C ONTROL OF H IGHER I DIOMS .................................................................................................................................... 114 ADVERTISEMENT ............................................................................................................................... 115 3.1 D ISPLAY OF S EISMIC A NELASTIC A NALYSIS S CENARIOS ..................................................................................................... 115 3.1.1 C APACITY ( RESISTANCE ) CURVE OF THE CONSTRUCTION ............................................................................................... 117 3.1. 2 L INEAR CAPACITY CURVE ................................................................................................................................................. 118 3.1. 3 T ARGETED MOBILITY ........................................................................................................................................................ 120 3.1. 4 R EPRESENTATION OF THE CARRIER .................................................................................................................................. 123 3.1. 5 F LOW CHART - T URNING BOWL ...................................................................................................................................... 127 3. 2 D ISPLAY OF L INEAR A NALYSIS S CENARIOS WITH TIME SERIES ............................................................................................ 137 3. 2 1 E ARTHQUAKE ACTION ....................................................................................................................................................... 138