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1
2 ISO WTO ISO EU EU CEN ISO i
3 ii
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6 1.2 (1)(3) (1) (2) (3) (1),(2) (3) structural integrity requirement ISO2394 (fundamental requirement) 2
7
8 2-2 1) 2) 3) (1) ISO ISO TC71SC4 ISO /DIS19338 Performance and Assessment Requirements for Acceptance of National Standards on Structural Concrete Draft ( ) Structural Safety Serviceability Limit State (Restorability Limit State) (Durability Limit State) (Fire Resistance Limit State) Fatigue (2) 4
9 5 ( 1) (2002) (1997) (1996) (1999) (1998) (safety) P- (, ) (, ) (restorability, reparability) (serviceability)
10 6 ( 2) (1998) (1999) (2000) (1999)
11
12
13 2-2 9
14 10 ISO2394 ISO2394 a) b) a) b) c) d) e) a) b) c) a) b) c) d)
15
16 ISO2394 Action (Environmental influences) ISO2394 ISO2394 (Environmental influences) ISO2394 F Basic action variable ISO2394 ISO2394 F, F Basic action variable 12
17 3.2 (1) (2) (3) ISO
18 %. 1.0 ISO3010 A
19 , 15
20 3-4 16
21 ISO2394 (representative value of an action) (characteristic value of an action) (combination value) (frequent value) (quasi-permanent value) 1) 2) 2) (action) (permanent action) 1) (variable action) (accidental action) (representative value of an action) (characteristic value of an action) (combination value) (combination) (action effect) (frequent value) (quasi-permanent value) (reference period) (design working life) (load (action) combination) 17
22
23 19 P20, P23 4.2
24 20 1
25 21 2 (1)
26
27 (2)
28
29 (1) Vision2000 Earthquake Design Level Earthquake Performance Level Operational Life Safe Near Collapse Fully Operational Frequent(43year) Occasional(72y) Rare(475y) Very rare(970y) Unacceptable Performance Basic Objective Essential/Hazardous Objective Safety Critical Objective Structural Engineers Association of California (2)Seismic Design Guidelines for Port Structures Performance Grade Design earthquake Level 1 Level 2 Grade S Degree I: Serviceable Degree I: Serviceable Grade A Degree I: Serviceable Degree II: Repairable Grade B Degree I: Serviceable Degree III: Near collapse Grade C Degree II: Repairable Degree IV: Collapse Grade S Grade C International Navigation Association 25
30 4.2 26
31 5. ISO2394 ISO2394 ISO2394 Sd=S(Fd, ad, sd) Rd=R(fd, ad, rd) Fd =ffr fd = fk m ad =anorm a ad =anorm a sd=sd rd=1 f m a a sd 1 sd n 27
32 (fundamental performance requirement) (design working life) (safety) (serviceability) (restorability) (limit state) (ultimate limit state) (serviceability limit state) (restorability limit state) (limit state under specific design situation) (fatigue limit state) (durability limit state) (fire resistance limit state) (action) (load) 28
33 (permanent action) (variable action) (accidental action) (reference period) (representative values of an action) (characteristic value of an action) (load combination) (fractile value) (seismic performance) (verification) (method of partial factors) 29
34 30 CEN 0,1,8 0 ISO ISO2394,
35 31
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