Table of Contents 1 78

8A. ANALYSIS Part 1: NEW BUILDINGS

The 8th Module is called "ANALYSIS" and includes the following 3 groups of commands: 3
1.1 New 4
IMPORTANT OBSERVATION: 4
ATTENTION: 5
OBSERVATION: 6
• PROPERTIES 7
OBSERVATIONS: 8
OBSERVATION: (1) 9
ATTENTION: (1) 10
1.2 Active Script 12
1.3 Run 12
OBSERVATION: 13
1.Σ1 STATIC scenario 13
1.Σ2 POWER scenario 16
1.Σ3 Scenarios E.A.K. 20
ATTENTION: 20
Observation: 24
1. Σ3.§ Criteria for exemption from the structural adequacy inspection of existing buildings (Government Gazette 350/17-2-2016) 25
1.Σ3.2 Seismic analysis and type E.A.K. (Dynamic-ET) 29
ATTENTION: 29
1.Σ4 Seismic Analysis and Press Old 1959-84 33
ATTENTION: 33
1.Σ5 Seismic Analysis and Press Old 1984-93 35
ATTENTION: 35
1. Σ6 EUROcode scenarios 37
IMPORTANT ADDITION 38
1.Σ6.1 Analysis of EC-8_Greek and Static Type 39
1.Σ6.2 Analysis of EC-8_Greek and Type Dynamic 39
1.S6.1&S6.2 EC-8_Greek Static and EC-8_Greek Dynamic analyses 40
1.S6.§ How to calculate the seismic coefficient q 47
OBSERVATION: 50
1.Σ6.§ Control of earthquake victims 52
NOTE: 52
1. Σ6.§ Spectrum acceleration spectrum for the design repair of earthquake - fire damaged buildings 54
i. For buildings of category KI: 56
ii. For buildings of category KII: 58
Combinations 60
2.1. Σ1 Combinations of Seismic Elastic Analysis Scenarios 61
2.1. Σ2 Combinations of Seismic Elastic Analysis Scenarios 64
2.1. Σ3 Combinations of Seismic Elastic Seismic and Type Old seismic analysis scenarios 66
2.1 Combinations for Wind - Snow 68
Controls 70
2.2. Σ2 Seismic / EAK and Static& Dynamic- ET elastic analysis 70
2.2. Σ3 Seismic Elastic Analysis Seismic Scenario Tests / Old 73
2.2.Σ4 Seismic Elastic Analysis Scenario Tests EC-8 and Type Static & Dynamic 73
Observation. 73
2.2.Σ5 Scenario checks of elastic and non-elastic analyses 75
3.1 Display of Elastic and Anelastic analyses (CAN.EPE) 78

RkJQdWJsaXNoZXIy NTIwNzc=