Proposed Nonstructural Seismic Design Force Equations
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Transcript of Proposed Nonstructural Seismic Design Force Equations
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( )( )= + •
••• μ••
•••• μ••
301
302
303
304
= + +
≤
305
306
Tcomp (s)0 0.5 1 1.5 2
PCA/
PFA
0
1
2
3
4
5
6
784%50%16%
Tcomp/ Tbldg
0 0.5 1 1.5 2
PCA/
PFA
0
1
2
3
4
5
6
784%50%16%
0 0.5 1 1.5 2 2.5 30.8
1
1.2
1.4
1.6
1.8
2
2.2
Tcomp/Tbldg
PCA(
μ com
p=1,β
com
p) / P
CA(
μ com
p=1,5
%)
βcomp=1%
βcomp=2%
βcomp=3%
βcomp=5%
βcomp=7%
307
0 0.5 1 1.5 2 2.5 30
1
2
3
4
5
6
7
8
Tcomp / Tbldg
PCA
/ PFA
μ=1μ=1.25μ=1.5μ=2μ=3
308
μ
= × × ×
= + +
≤
309
310
Tcomp/TIDbldg
PCA/
PFA
0 0.5 1 1.5 2 2.5 30
1
2
3
4
5
6
7mean16%50%84%
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315
316
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![SEISMIC TEST - Κοφινάς · PDF fileof the Greek Seismic Regulation (EAK2000) [1], with the following characteristics: Seismic Risk Zone: ΙΙ (Α=0.16g) Magnitude Category: ΙI](https://static.fdocument.org/doc/165x107/5a78ca3f7f8b9a07028e4172/seismic-test-the-greek-seismic-regulation-eak2000-1-with-the.jpg)
