SCUOLA DI INGEGNERIA E ARCHITETTURA
Dipartimento di ingegneria civile, chimica, ambientale e dei materiali
Corso di Laurea Magistrale in Ingegneria Civile
Tesi di laurea magistrale
ALLEGATO 1: APPENDICE DEI GRAFICI - PARTE 3-A
Prove su tavola vibrante di un silo metallico a fondo piano:
identificazione dinamica mediante accelerometri
Candidato:
Matteo Marra
Matricola 0000812334
Relatore:
A
A P P E N D I C E D E I G R A F I C I : PA R T E
3 - A
T E S T S I N C O N F I G U R A Z I O N E A B A S E F I S S A
A.4.5 Sforzi nei montanti
• Terremoto RS1 0.1 g Quota z = 42 cm – Montante numero 4 0 20 40 60 80 100
time [s]
-5 0 5N force [kN]
Test13 - N force stiffener4- z =42 cm
0 20 40 60 80 100 time [s] -0.4 -0.2 0 0.2 0.4 Mx force [kNm]
0 20 40 60 80 100 time [s] -0.4 -0.2 0 My force [kNm]
– Montante numero 5 0 20 40 60 80 100
time [s]
-10 -5 0 5 10N force [kN]
Test13 - N force stiffener5- z =42 cm
0 20 40 60 80 100 time [s] -0.5 0 0.5 Mx force [kNm]
Test13 - Mx force stiffener5- z =42 cm
0 0.5
My force [kNm]
0 20 40 60 80 100
time [s]
-5 0N force [kN]
0 20 40 60 80 100 time [s] -0.4 -0.2 0 0.2 0.4 Mx force [kNm]Test13 - Mx force stiffener6- z =42 cm
-0.4 -0.2 0 0.2 0.4 My force [kNm]
– Montante numero 7 0 20 40 60 80 100
time [s]
-5 0 5N force [kN]
Test13 - N force stiffener7- z =42 cm
0 20 40 60 80 100 time [s] -0.2 0 0.2 Mx force [kNm]
Test13 - Mx force stiffener7- z =42 cm
-0.2 0 0.2
My force [kNm]
0 20 40 60 80 100
time [s]
-5 0 5N force [kN]
0 20 40 60 80 100 time [s] -0.2 0 0.2 Mx force [kNm]Test13 - Mx force stiffener8- z =42 cm
-0.2 0 0.2
My force [kNm]
Quota z = 49 cm – Montante numero 7 0 20 40 60 80 100
time [s]
-5 0 5N force [kN]
Test13 - N force stiffener7- z =49 cm
0 20 40 60 80 100 time [s] -0.05 0 0.05 Mx force [kNm]
Test13 - Mx force stiffener7- z =49 cm
0 0.05
My force [kNm]
0 20 40 60 80 100
time [s]
-5 0 5N force [kN]
0 20 40 60 80 100 time [s] -0.05 0 0.05 Mx force [kNm]Test13 - Mx force stiffener8- z =49 cm
-0.05 0 0.05
My force [kNm]
Quota z = 150 cm – Montante numero 4 0 20 40 60 80 100
time [s]
-5 0 5N force [kN]
Test13 - N force stiffener4- z =150 cm
0 20 40 60 80 100 time [s] -0.05 0 0.05 Mx force [kNm]
Test13 - Mx force stiffener4- z =150 cm
0 0.05
My force [kNm]
0 20 40 60 80 100
time [s]
-4 -2 0 2N force [kN]
0 20 40 60 80 100 time [s] -0.05 0 0.05 Mx force [kNm]Test13 - Mx force stiffener8- z =150 cm
-0.05 0 0.05
My force [kNm]
Quota z = 250 cm – Montante numero 8 0 20 40 60 80 100
time [s]
-2 -1 0 1 2N force [kN]
Test13 - N force stiffener8- z =250 cm
0 20 40 60 80 100 time [s] -0.05 0 0.05 Mx force [kNm]
Test13 - Mx force stiffener8- z =250 cm
-0.05 0 0.05
My force [kNm]
Montante numero 4 -20 0 20 40 60 80 100 120
time [s]
-20 -10 0 10 20N force [kN]
Test48 - N force stiffener4- z =42 cm
-20 0 20 40 60 80 100 120 time [s] -0.5 0 0.5 Mx force [kNm]
Test48 - Mx force stiffener4- z =42 cm
-0.5 0 0.5
My force [kNm]
– Montante numero 5 -20 0 20 40 60 80 100 120
time [s]
-20 -10 0 10 20N force [kN]
Test48 - N force stiffener5- z =42 cm
-20 0 20 40 60 80 100 120 time [s] -0.5 0 0.5 Mx force [kNm]
Test48 - Mx force stiffener5- z =42 cm
-0.5 0 0.5
My force [kNm]
-20 0 20 40 60 80 100 120
time [s]
-5 0 5N force [kN]
-20 0 20 40 60 80 100 120 time [s] -0.4 -0.2 0 0.2 0.4 Mx force [kNm]Test48 - Mx force stiffener6- z =42 cm
-0.4 -0.2 0 0.2 0.4 My force [kNm]
– Montante numero 7 -20 0 20 40 60 80 100 120
time [s]
-10 -5 0 5 10N force [kN]
Test48 - N force stiffener7- z =42 cm
-20 0 20 40 60 80 100 120 time [s] -0.2 0 0.2 Mx force [kNm]
Test48 - Mx force stiffener7- z =42 cm
-0.2 0 0.2
My force [kNm]
-20 0 20 40 60 80 100 120
time [s]
-10 0 10N force [kN]
-20 0 20 40 60 80 100 120 time [s] -0.2 0 0.2 Mx force [kNm]Test48 - Mx force stiffener8- z =42 cm
-0.2 0 0.2
My force [kNm]
Quota z = 49 cm – Montante numero 7 -20 0 20 40 60 80 100 120
time [s]
-10 -5 0 5 10N force [kN]
Test48 - N force stiffener7- z =49 cm
-20 0 20 40 60 80 100 120 time [s] -0.1 -0.05 0 0.05 0.1 Mx force [kNm]
Test48 - Mx force stiffener7- z =49 cm
-0.05 0 0.05 0.1
My force [kNm]
-20 0 20 40 60 80 100 120
time [s]
-10 0 10N force [kN]
-20 0 20 40 60 80 100 120 time [s] -0.1 -0.05 0 0.05 0.1 Mx force [kNm]Test48 - Mx force stiffener8- z =49 cm
-0.1 -0.05 0 0.05 0.1 My force [kNm]
Quota z = 150 cm – Montante numero 4 -20 0 20 40 60 80 100 120
time [s]
-5 0 5N force [kN]
Test48 - N force stiffener4- z =150 cm
-20 0 20 40 60 80 100 120 time [s] -0.1 -0.05 0 0.05 0.1 Mx force [kNm]
Test48 - Mx force stiffener4- z =150 cm
-0.05 0 0.05 0.1
My force [kNm]
-20 0 20 40 60 80 100 120
time [s]
-5 0 5N force [kN]
-20 0 20 40 60 80 100 120 time [s] -0.1 -0.05 0 0.05 0.1 Mx force [kNm]Test48 - Mx force stiffener8- z =150 cm
-0.1 -0.05 0 0.05 0.1 My force [kNm]
Quota z = 250 cm – Montante numero 8 -20 0 20 40 60 80 100 120
time [s]
-5 0 5N force [kN]
Test48 - N force stiffener8- z =250 cm
-20 0 20 40 60 80 100 120 time [s] -0.05 0 0.05 Mx force [kNm]
Test48 - Mx force stiffener8- z =250 cm
0 0.05
My force [kNm]
Montante numero 4 0 20 40 60 80 100
time [s]
-20 0 20N force [kN]
Test80 - N force stiffener4- z =42 cm
0 20 40 60 80 100 time [s] -0.4 -0.2 0 0.2 0.4 Mx force [kNm]
Test80 - Mx force stiffener4- z =42 cm
-0.4 -0.2 0 0.2 0.4 My force [kNm]
– Montante numero 5 0 20 40 60 80 100
time [s]
-20 0 20N force [kN]
Test80 - N force stiffener5- z =42 cm
0 20 40 60 80 100 time [s] -0.5 0 0.5 Mx force [kNm]
Test80 - Mx force stiffener5- z =42 cm
0 0.5
My force [kNm]
0 20 40 60 80 100
time [s]
-10 -5 0 5N force [kN]
0 20 40 60 80 100 time [s] -0.5 0 0.5 Mx force [kNm]Test80 - Mx force stiffener6- z =42 cm
-0.5 0 0.5
My force [kNm]
– Montante numero 7 0 20 40 60 80 100
time [s]
-20 -10 0 10 20N force [kN]
Test80 - N force stiffener7- z =42 cm
0 20 40 60 80 100 time [s] -0.5 0 0.5 Mx force [kNm]
Test80 - Mx force stiffener7- z =42 cm
0 0.5
My force [kNm]
0 20 40 60 80 100
time [s]
-20 0 20N force [kN]
0 20 40 60 80 100 time [s] -0.4 -0.2 0 0.2 0.4 Mx force [kNm]Test80 - Mx force stiffener8- z =42 cm
-0.4 -0.2 0 0.2 0.4 My force [kNm]
Quota z = 49 cm – Montante numero 7 0 20 40 60 80 100
time [s]
-20 -10 0 10 20N force [kN]
Test80 - N force stiffener7- z =49 cm
0 20 40 60 80 100 time [s] -0.2 -0.1 0 0.1 0.2 Mx force [kNm]
Test80 - Mx force stiffener7- z =49 cm
-0.1 0 0.1 0.2
My force [kNm]
0 20 40 60 80 100
time [s]
-20 0 20N force [kN]
0 20 40 60 80 100 time [s] -0.2 0 0.2 Mx force [kNm]Test80 - Mx force stiffener8- z =49 cm
-0.2 0 0.2
My force [kNm]
Quota z = 150 cm – Montante numero 4 0 20 40 60 80 100
time [s]
-10 0 10N force [kN]
Test80 - N force stiffener4- z =150 cm
0 20 40 60 80 100 time [s] -0.2 -0.1 0 0.1 0.2 Mx force [kNm]
Test80 - Mx force stiffener4- z =150 cm
-0.1 0 0.1 0.2
My force [kNm]
0 20 40 60 80 100
time [s]
-10 -5 0 5N force [kN]
0 20 40 60 80 100 time [s] -0.2 -0.1 0 0.1 0.2 Mx force [kNm]Test80 - Mx force stiffener8- z =150 cm
-0.2 -0.1 0 0.1 0.2 My force [kNm]
Quota z = 250 cm – Montante numero 8 0 20 40 60 80 100
time [s]
-5 0 5N force [kN]
Test80 - N force stiffener8- z =250 cm
0 20 40 60 80 100 time [s] -0.05 0 0.05 Mx force [kNm]
Test80 - Mx force stiffener8- z =250 cm
-0.05 0 0.05
My force [kNm]
Montante numero 4 -20 0 20 40 60 80 100 120
time [s]
-20 0 20N force [kN]
Test123 - N force stiffener4- z =42 cm
-20 0 20 40 60 80 100 120 time [s] -0.5 0 0.5 Mx force [kNm]
Test123 - Mx force stiffener4- z =42 cm
-0.5 0 0.5
My force [kNm]
– Montante numero 5 -20 0 20 40 60 80 100 120
time [s]
-20 0 20N force [kN]
Test123 - N force stiffener5- z =42 cm
-20 0 20 40 60 80 100 120 time [s] -0.5 0 0.5 Mx force [kNm]
Test123 - Mx force stiffener5- z =42 cm
0 0.5
My force [kNm]
-20 0 20 40 60 80 100 120
time [s]
-5 0 5N force [kN]
-20 0 20 40 60 80 100 120 time [s] -1 -0.5 0 0.5 1 Mx force [kNm]Test123 - Mx force stiffener6- z =42 cm
-1 -0.5 0 0.5 1 My force [kNm]
– Montante numero 7 -20 0 20 40 60 80 100 120
time [s]
-20 -10 0 10 20N force [kN]
Test123 - N force stiffener7- z =42 cm
-20 0 20 40 60 80 100 120 time [s] -0.4 -0.2 0 0.2 0.4 Mx force [kNm]
Test123 - Mx force stiffener7- z =42 cm
-0.2 0 0.2 0.4
My force [kNm]
-20 0 20 40 60 80 100 120
time [s]
-20 0 20N force [kN]
-20 0 20 40 60 80 100 120 time [s] -0.4 -0.2 0 0.2 0.4 Mx force [kNm]Test123 - Mx force stiffener8- z =42 cm
-0.4 -0.2 0 0.2 0.4 My force [kNm]
Quota z = 49 cm – Montante numero 7 -20 0 20 40 60 80 100 120
time [s]
-20 -10 0 10 20N force [kN]
Test123 - N force stiffener7- z =49 cm
-20 0 20 40 60 80 100 120 time [s] -0.2 -0.1 0 0.1 0.2 Mx force [kNm]
Test123 - Mx force stiffener7- z =49 cm
-0.1 0 0.1 0.2
My force [kNm]
-20 0 20 40 60 80 100 120
time [s]
-20 0 20N force [kN]
-20 0 20 40 60 80 100 120 time [s] -0.2 0 0.2 Mx force [kNm]Test123 - Mx force stiffener8- z =49 cm
-0.2 0 0.2
My force [kNm]
Quota z = 150 cm – Montante numero 4 -20 0 20 40 60 80 100 120
time [s]
-10 -5 0 5 10N force [kN]
Test123 - N force stiffener4- z =150 cm
-20 0 20 40 60 80 100 120 time [s] -0.2 -0.1 0 0.1 0.2 Mx force [kNm]
Test123 - Mx force stiffener4- z =150 cm
-0.1 0 0.1 0.2
My force [kNm]
-20 0 20 40 60 80 100 120
time [s]
-10 -5 0 5 10N force [kN]
-20 0 20 40 60 80 100 120 time [s] -0.2 -0.1 0 0.1 0.2 Mx force [kNm]Test123 - Mx force stiffener8- z =150 cm
-0.2 -0.1 0 0.1 0.2 My force [kNm]
Quota z = 250 cm – Montante numero 8 -20 0 20 40 60 80 100 120
time [s]
-5 0 5N force [kN]
Test123 - N force stiffener8- z =250 cm
-20 0 20 40 60 80 100 120 time [s] -0.1 -0.05 0 0.05 0.1 Mx force [kNm]
Test123 - Mx force stiffener8- z =250 cm
-0.05 0 0.05 0.1
My force [kNm]
-10 0 10 20 30 40 50 60
time [s]
-10 0 10N force [kN]
Test19 - N force stiffener4- z =42 cm
-10 0 10 20 30 40 50 60
time [s]
-0.5 0 0.5Mx force [kNm]
Test19 - Mx force stiffener4- z =42 cm
-0.5 0 0.5
My force [kNm]
– Montante numero 5 -10 0 10 20 30 40 50 60
time [s]
-10 -5 0 5 10N force [kN]
Test19 - N force stiffener5- z =42 cm
-10 0 10 20 30 40 50 60
time [s]
-0.5 0 0.5Mx force [kNm]
Test19 - Mx force stiffener5- z =42 cm
-0.5 0 0.5
My force [kNm]
-10 0 10 20 30 40 50 60
time [s]
-5 0 5N force [kN]
-10 0 10 20 30 40 50 60time [s]
-0.2 0 0.2Mx force [kNm]
Test19 - Mx force stiffener6- z =42 cm
-0.2 0 0.2
My force [kNm]
– Montante numero 7 -10 0 10 20 30 40 50 60
time [s]
-5 0 5N force [kN]
Test19 - N force stiffener7- z =42 cm
-10 0 10 20 30 40 50 60
time [s]
-0.2 0 0.2Mx force [kNm]
Test19 - Mx force stiffener7- z =42 cm
-0.2 0 0.2
My force [kNm]
-10 0 10 20 30 40 50 60
time [s]
-10 -5 0 5N force [kN]
-10 0 10 20 30 40 50 60time [s]
-0.5 0 0.5Mx force [kNm]
Test19 - Mx force stiffener8- z =42 cm
-0.5 0 0.5
My force [kNm]
Quota z = 49 cm – Montante numero 7 -10 0 10 20 30 40 50 60
time [s]
-5 0 5N force [kN]
Test19 - N force stiffener7- z =49 cm
-10 0 10 20 30 40 50 60 time [s] -0.05 0 0.05 Mx force [kNm]
Test19 - Mx force stiffener7- z =49 cm
-0.05 0 0.05
My force [kNm]
-10 0 10 20 30 40 50 60
time [s]
-10 -5 0 5N force [kN]
-10 0 10 20 30 40 50 60 time [s] -0.05 0 0.05 Mx force [kNm]Test19 - Mx force stiffener8- z =49 cm
-0.05 0 0.05
My force [kNm]
Quota z = 150 cm – Montante numero 4 -10 0 10 20 30 40 50 60
time [s]
-4 -2 0 2 4N force [kN]
Test19 - N force stiffener4- z =150 cm
-10 0 10 20 30 40 50 60 time [s] -0.04 -0.02 0 0.02 0.04 Mx force [kNm]
Test19 - Mx force stiffener4- z =150 cm
-0.02 0 0.02 0.04
My force [kNm]
-10 0 10 20 30 40 50 60
time [s]
-5 0N force [kN]
-10 0 10 20 30 40 50 60 time [s] -0.05 0 0.05 Mx force [kNm]Test19 - Mx force stiffener8- z =150 cm
-0.05 0 0.05
My force [kNm]
Quota z = 250 cm – Montante numero 8 -10 0 10 20 30 40 50 60
time [s]
-2 0 2N force [kN]
Test19 - N force stiffener8- z =250 cm
-10 0 10 20 30 40 50 60 time [s] -0.05 0 0.05 Mx force [kNm]
Test19 - Mx force stiffener8- z =250 cm
-0.05 0 0.05
My force [kNm]
-10 0 10 20 30 40 50 60
time [s]
-10 0 10N force [kN]
Test55 - N force stiffener4- z =42 cm
-10 0 10 20 30 40 50 60
time [s]
-0.2 0 0.2Mx force [kNm]
Test55 - Mx force stiffener4- z =42 cm
-0.2 0 0.2
My force [kNm]
– Montante numero 5 -10 0 10 20 30 40 50 60
time [s]
-10 0 10N force [kN]
Test55 - N force stiffener5- z =42 cm
-10 0 10 20 30 40 50 60
time [s]
-0.5 0 0.5Mx force [kNm]
Test55 - Mx force stiffener5- z =42 cm
0 0.5
My force [kNm]
-10 0 10 20 30 40 50 60
time [s]
-5 0 5N force [kN]
-10 0 10 20 30 40 50 60time [s]
-0.4 -0.2 0 0.2 0.4Mx force [kNm]
Test55 - Mx force stiffener6- z =42 cm
-0.4 -0.2 0 0.2 0.4
My force [kNm]
– Montante numero 7 -10 0 10 20 30 40 50 60
time [s]
-10 0 10N force [kN]
Test55 - N force stiffener7- z =42 cm
-10 0 10 20 30 40 50 60
time [s]
-0.4 -0.2 0 0.2 0.4Mx force [kNm]
Test55 - Mx force stiffener7- z =42 cm
-0.2 0 0.2 0.4
My force [kNm]
-10 0 10 20 30 40 50 60
time [s]
-20 -10 0 10 20N force [kN]
-10 0 10 20 30 40 50 60time [s]
-0.4 -0.2 0 0.2 0.4Mx force [kNm]
Test55 - Mx force stiffener8- z =42 cm
-0.4 -0.2 0 0.2 0.4
My force [kNm]
Quota z = 49 cm – Montante numero 7 -10 0 10 20 30 40 50 60
time [s]
-10 -5 0 5 10N force [kN]
Test55 - N force stiffener7- z =49 cm
-10 0 10 20 30 40 50 60 time [s] -0.1 -0.05 0 0.05 0.1 Mx force [kNm]
Test55 - Mx force stiffener7- z =49 cm
-0.05 0 0.05 0.1
My force [kNm]
-10 0 10 20 30 40 50 60
time [s]
-20 -10 0 10N force [kN]
-10 0 10 20 30 40 50 60time [s]
-0.1 0 0.1Mx force [kNm]
Test55 - Mx force stiffener8- z =49 cm
-0.1 0 0.1
My force [kNm]
Quota z = 150 cm – Montante numero 4 -10 0 10 20 30 40 50 60
time [s]
-5 0 5N force [kN]
Test55 - N force stiffener4- z =150 cm
-10 0 10 20 30 40 50 60 time [s] -0.05 0 0.05 Mx force [kNm]
Test55 - Mx force stiffener4- z =150 cm
-0.05 0 0.05
My force [kNm]
-10 0 10 20 30 40 50 60
time [s]
-5 0 5N force [kN]
-10 0 10 20 30 40 50 60 time [s] -0.1 -0.05 0 0.05 0.1 Mx force [kNm]Test55 - Mx force stiffener8- z =150 cm
-0.1 -0.05 0 0.05 0.1 My force [kNm]
Quota z = 250 cm – Montante numero 8 -10 0 10 20 30 40 50 60
time [s]
-5 0 5N force [kN]
Test55 - N force stiffener8- z =250 cm
-10 0 10 20 30 40 50 60 time [s] -0.05 0 0.05 Mx force [kNm]
Test55 - Mx force stiffener8- z =250 cm
0 0.05
My force [kNm]
-10 0 10 20 30 40 50 60
time [s]
-20 0 20N force [kN]
Test86 - N force stiffener4- z =42 cm
-10 0 10 20 30 40 50 60
time [s]
-0.4 -0.2 0 0.2 0.4Mx force [kNm]
Test86 - Mx force stiffener4- z =42 cm
-0.4 -0.2 0 0.2 0.4
My force [kNm]
– Montante numero 5 -10 0 10 20 30 40 50 60
time [s]
-20 0 20N force [kN]
Test86 - N force stiffener5- z =42 cm
-10 0 10 20 30 40 50 60
time [s]
-0.5 0 0.5Mx force [kNm]
Test86 - Mx force stiffener5- z =42 cm
-0.5 0 0.5
My force [kNm]
-10 0 10 20 30 40 50 60
time [s]
-5 0 5N force [kN]
-10 0 10 20 30 40 50 60time [s]
-1 -0.5 0 0.5 1Mx force [kNm]
Test86 - Mx force stiffener6- z =42 cm
-1 -0.5 0 0.5 1
My force [kNm]
– Montante numero 7 -10 0 10 20 30 40 50 60
time [s]
-20 -10 0 10 20N force [kN]
Test86 - N force stiffener7- z =42 cm
-10 0 10 20 30 40 50 60
time [s]
-0.2 0 0.2Mx force [kNm]
Test86 - Mx force stiffener7- z =42 cm
-0.2 0 0.2
My force [kNm]
-10 0 10 20 30 40 50 60
time [s]
-40 -20 0 20N force [kN]
-10 0 10 20 30 40 50 60time [s]
-0.5 0 0.5Mx force [kNm]
Test86 - Mx force stiffener8- z =42 cm
-0.5 0 0.5
My force [kNm]
Quota z = 49 cm – Montante numero 7 -10 0 10 20 30 40 50 60
time [s]
-20 -10 0 10 20N force [kN]
Test86 - N force stiffener7- z =49 cm
-10 0 10 20 30 40 50 60
time [s]
-0.2 -0.1 0 0.1 0.2Mx force [kNm]
Test86 - Mx force stiffener7- z =49 cm
-0.1 0 0.1 0.2
My force [kNm]
-10 0 10 20 30 40 50 60
time [s]
-20 0 20N force [kN]
-10 0 10 20 30 40 50 60time [s]
-0.2 -0.1 0 0.1 0.2Mx force [kNm]
Test86 - Mx force stiffener8- z =49 cm
-0.2 -0.1 0 0.1 0.2
My force [kNm]
Quota z = 150 cm – Montante numero 4 -10 0 10 20 30 40 50 60
time [s]
-10 -5 0 5 10N force [kN]
Test86 - N force stiffener4- z =150 cm
-10 0 10 20 30 40 50 60
time [s]
-0.1 0 0.1Mx force [kNm]
Test86 - Mx force stiffener4- z =150 cm
-0.1 0 0.1
My force [kNm]
-10 0 10 20 30 40 50 60
time [s]
-10 -5 0 5 10N force [kN]
-10 0 10 20 30 40 50 60time [s]
-0.2 -0.1 0 0.1 0.2Mx force [kNm]
Test86 - Mx force stiffener8- z =150 cm
-0.2 -0.1 0 0.1 0.2
My force [kNm]
Quota z = 250 cm – Montante numero 8 -10 0 10 20 30 40 50 60
time [s]
-10 -5 0 5 10N force [kN]
Test86 - N force stiffener8- z =250 cm
-10 0 10 20 30 40 50 60 time [s] -0.1 -0.05 0 0.05 0.1 Mx force [kNm]
Test86 - Mx force stiffener8- z =250 cm
-0.05 0 0.05 0.1
My force [kNm]
-10 0 10 20 30 40 50 60
time [s]
-40 -20 0 20 40N force [kN]
Test124 - N force stiffener4- z =42 cm
-10 0 10 20 30 40 50 60
time [s]
-0.4 -0.2 0 0.2 0.4Mx force [kNm]
Test124 - Mx force stiffener4- z =42 cm
-0.4 -0.2 0 0.2 0.4
My force [kNm]
– Montante numero 5 -10 0 10 20 30 40 50 60
time [s]
-50 0 50N force [kN]
Test124 - N force stiffener5- z =42 cm
-10 0 10 20 30 40 50 60
time [s]
-2 -1 0 1 2Mx force [kNm]
Test124 - Mx force stiffener5- z =42 cm
-1 0 1 2
My force [kNm]
-10 0 10 20 30 40 50 60
time [s]
-10 -5 0 5 10N force [kN]
-10 0 10 20 30 40 50 60time [s]
-1 -0.5 0 0.5 1Mx force [kNm]
Test124 - Mx force stiffener6- z =42 cm
-1 -0.5 0 0.5 1
My force [kNm]
– Montante numero 7 -10 0 10 20 30 40 50 60
time [s]
-20 -10 0 10 20N force [kN]
Test124 - N force stiffener7- z =42 cm
-10 0 10 20 30 40 50 60
time [s]
-0.5 0 0.5Mx force [kNm]
Test124 - Mx force stiffener7- z =42 cm
0 0.5
My force [kNm]
-10 0 10 20 30 40 50 60
time [s]
-40 -20 0 20 40N force [kN]
-10 0 10 20 30 40 50 60time [s]
-0.5 0 0.5Mx force [kNm]
Test124 - Mx force stiffener8- z =42 cm
-0.5 0 0.5
My force [kNm]
Quota z = 49 cm – Montante numero 7 -10 0 10 20 30 40 50 60
time [s]
-20 -10 0 10 20N force [kN]
Test124 - N force stiffener7- z =49 cm
-10 0 10 20 30 40 50 60
time [s]
-0.2 0 0.2Mx force [kNm]
Test124 - Mx force stiffener7- z =49 cm
-0.2 0 0.2
My force [kNm]
-10 0 10 20 30 40 50 60
time [s]
-40 -20 0 20N force [kN]
-10 0 10 20 30 40 50 60time [s]
-0.4 -0.2 0 0.2 0.4Mx force [kNm]
Test124 - Mx force stiffener8- z =49 cm
-0.4 -0.2 0 0.2 0.4
My force [kNm]
Quota z = 150 cm – Montante numero 4 -10 0 10 20 30 40 50 60
time [s]
-10 0 10N force [kN]
Test124 - N force stiffener4- z =150 cm
-10 0 10 20 30 40 50 60
time [s]
-0.1 0 0.1Mx force [kNm]
Test124 - Mx force stiffener4- z =150 cm
-0.1 0 0.1
My force [kNm]
-10 0 10 20 30 40 50 60
time [s]
-10 -5 0 5 10N force [kN]
-10 0 10 20 30 40 50 60time [s]
-0.2 0 0.2Mx force [kNm]
Test124 - Mx force stiffener8- z =150 cm
-0.2 0 0.2
My force [kNm]
Quota z = 250 cm – Montante numero 8 -10 0 10 20 30 40 50 60
time [s]
-10 -5 0 5 10N force [kN]
Test124 - N force stiffener8- z =250 cm
-10 0 10 20 30 40 50 60 time [s] -0.1 -0.05 0 0.05 0.1 Mx force [kNm]
Test124 - Mx force stiffener8- z =250 cm
-0.05 0 0.05 0.1
My force [kNm]
0 0.1 0.2 0.3 0.4 0.5 0.6 acceleration [g] 0 10 20 30 40 50 60 N force [kN] 1 Hz sinusoidal input N force z42 trend with acceleration
Fixed configuration (compT ) N force stiffener4 N force stiffener5 N force stiffener6 N force stiffener7 N force stiffener8 0 0.1 0.2 0.3 0.4 0.5 0.6 acceleration [g] 0 10 20 30 40 50 60 N force [kN] 1 Hz sinusoidal input N force z49 trend with acceleration
Fixed configuration (compT ) N force stiffener7 N force stiffener8 0 0.1 0.2 0.3 0.4 0.5 0.6 acceleration [g] 0 10 20 30 40 50 60 N force [kN] 1 Hz sinusoidal input N force z150 trend with acceleration
Fixed configuration (compT ) N force stiffener4 N force stiffener8 0 0.1 0.2 0.3 0.4 0.5 0.6 acceleration [g] 0 10 20 30 40 50 60 N force [kN] 1 Hz sinusoidal input N force z250 trend with acceleration
Fixed configuration (compT ) N force stiffener8
• Sinusoide dopo compattazione 0 0.1 0.2 0.3 0.4 0.5 0.6 acceleration [g] 0 10 20 30 40 50 60 N force [kN]
1 Hz sinusoidal input (after compaction) N force z42 trend with acceleration
Fixed configuration (compT ) N force stiffener4 N force stiffener5 N force stiffener6 N force stiffener7 N force stiffener8 0 0.1 0.2 0.3 0.4 0.5 0.6 acceleration [g] 0 10 20 30 40 50 60 N force [kN]
1 Hz sinusoidal input (after compaction) N force z49 trend with acceleration
Fixed configuration (compT ) N force stiffener7 N force stiffener8 0 0.1 0.2 0.3 0.4 0.5 0.6 acceleration [g] 0 10 20 30 40 50 60 N force [kN]
1 Hz sinusoidal input (after compaction) N force z150 trend with acceleration
Fixed configuration (compT ) N force stiffener4 N force stiffener8 0 0.1 0.2 0.3 0.4 0.5 0.6 acceleration [g] 0 10 20 30 40 50 60 N force [kN]
1 Hz sinusoidal input (after compaction) N force z250 trend with acceleration
Fixed configuration (compT ) N force stiffener8
0 0.1 0.2 0.3 0.4 0.5 0.6 acceleration [g] 0 10 20 30 40 50 60 N force [kN]
Fixed configuration (compT ) N force stiffener4 N force stiffener5 N force stiffener6 N force stiffener7 N force stiffener8 0 0.1 0.2 0.3 0.4 0.5 0.6 acceleration [g] 0 10 20 30 40 50 60 N force [kN]
Fixed configuration (compT ) N force stiffener7 N force stiffener8 0 0.1 0.2 0.3 0.4 0.5 0.6 acceleration [g] 0 10 20 30 40 50 60 N force [kN]
earthquake input (a1) N force z150 trend with acceleration
Fixed configuration (compT ) N force stiffener4 N force stiffener8 0 0.1 0.2 0.3 0.4 0.5 0.6 acceleration [g] 0 10 20 30 40 50 60 N force [kN]
earthquake input (a1) N force z250 trend with acceleration
Fixed configuration (compT ) N force stiffener8
• Terremoto RS1 0 0.1 0.2 0.3 0.4 0.5 0.6 acceleration [g] 0 10 20 30 40 50 60 N force [kN] earthquake input (rs1) N force z42 trend with acceleration
Fixed configuration (compT ) N force stiffener4 N force stiffener5 N force stiffener6 N force stiffener7 N force stiffener8 0 0.1 0.2 0.3 0.4 0.5 0.6 acceleration [g] 0 10 20 30 40 50 60 N force [kN] earthquake input (rs1) N force z49 trend with acceleration
Fixed configuration (compT ) N force stiffener7 N force stiffener8 0 0.1 0.2 0.3 0.4 0.5 0.6 acceleration [g] 0 10 20 30 40 50 60 N force [kN] earthquake input (rs1) N force z150 trend with acceleration
Fixed configuration (compT ) N force stiffener4 N force stiffener8 0 0.1 0.2 0.3 0.4 0.5 0.6 acceleration [g] 0 10 20 30 40 50 60 N force [kN] earthquake input (rs1) N force z250 trend with acceleration
Fixed configuration (compT ) N force stiffener8
0 0.1 0.2 0.3 0.4 0.5 0.6 acceleration [g] 0 10 20 30 40 50 60 N force [kN]
Fixed configuration (compT ) N force stiffener4 N force stiffener5 N force stiffener6 N force stiffener7 N force stiffener8 0 0.1 0.2 0.3 0.4 0.5 0.6 acceleration [g] 0 10 20 30 40 50 60 N force [kN]
Fixed configuration (compT ) N force stiffener7 N force stiffener8 0 0.1 0.2 0.3 0.4 0.5 0.6 acceleration [g] 0 10 20 30 40 50 60 N force [kN] earthquake input (rs3) N force z150 trend with acceleration
Fixed configuration (compT ) N force stiffener4 N force stiffener8 0 0.1 0.2 0.3 0.4 0.5 0.6 acceleration [g] 0 10 20 30 40 50 60 N force [kN] earthquake input (rs3) N force z250 trend with acceleration
Fixed configuration (compT ) N force stiffener8
Diagrammi di contemporaneità di sovrappressione dinamica e sforzo normale nei montanti. • Sinusoide Quota z = 42 cm 3 4 5 6 7 8 9 10 n° stiffener 0 0.2 0.4 0.6 0.8 1 N/N0 ag from0.1 to0.2 z =42 cm dynamic cell1 dynamic cell2 dynamic cell3 dynamic cell4 3 4 5 6 7 8 9 10 n° stiffener 0 0.2 0.4 0.6 0.8 1 N/N0 ag from0.2 to0.3 z =42 cm dynamic cell1 dynamic cell2 dynamic cell3 dynamic cell4 Quota z = 49 cm 3 4 5 6 7 8 9 10 n° stiffener 0 0.2 0.4 0.6 0.8 1 N/N0 ag from0.1 to0.2 z =49 cm dynamic cell1 dynamic cell2 dynamic cell3 dynamic cell4 0.4 0.6 0.8 1 N/N0 ag from0.2 to0.3 z =49 cm dynamic cell1 dynamic cell2 dynamic cell3 dynamic cell4
3 4 5 6 7 8 9 10 n° stiffener 0 0.2 0.4 0.6 0.8 N/N0 dynamic cell2 dynamic cell3 dynamic cell4 3 4 5 6 7 8 9 10 n° stiffener 0 0.2 0.4 0.6 0.8 1 N/N0 ag from0.2 to0.3 z =150 cm dynamic cell1 dynamic cell2 dynamic cell3 dynamic cell4 Quota z = 250 cm 3 4 5 6 7 8 9 10 n° stiffener 0 0.2 0.4 0.6 0.8 1 N/N0 ag from0.2 to0.3 z =250 cm dynamic cell1 dynamic cell2 dynamic cell3 dynamic cell4
• Sinusoide dopo compattazione Quota z = 42 cm 3 4 5 6 7 8 9 10 n° stiffener 0 0.2 0.4 0.6 0.8 1 N/N0 ag from0.2 to0.3 z =42 cm dynamic cell1 dynamic cell2 dynamic cell3 dynamic cell4 Quota z = 49 cm 3 4 5 6 7 8 9 10 n° stiffener 0 0.2 0.4 0.6 0.8 1 N/N0 ag from0.2 to0.3 z =49 cm dynamic cell1 dynamic cell2 dynamic cell3 dynamic cell4 Quota z = 150 cm 3 4 5 6 7 8 9 10 n° stiffener 0 0.2 0.4 0.6 0.8 1 N/N0 ag from0.2 to0.3 z =150 cm dynamic cell1 dynamic cell2 dynamic cell3 dynamic cell4 Quota z = 250 cm 0.6 0.8 1 N/N0 ag from0.2 to0.3 z =250 cm dynamic cell1 dynamic cell2 dynamic cell3 dynamic cell4
3 4 5 6 7 8 9 10 n° stiffener 0 0.2 0.4 0.6 0.8 1 N/N0 dynamic cell1 dynamic cell2 dynamic cell3 dynamic cell4 3 4 5 6 7 8 9 10 n° stiffener 0 0.2 0.4 0.6 0.8 1 N/N0 ag from0.2 to0.3 z =42 cm dynamic cell1 dynamic cell2 dynamic cell3 dynamic cell4 3 4 5 6 7 8 9 10 n° stiffener 0 0.2 0.4 0.6 0.8 1 N/N0 ag from0.3 to0.4 z =42 cm dynamic cell1 dynamic cell2 dynamic cell3 dynamic cell4 3 4 5 6 7 8 9 10 n° stiffener 0 0.2 0.4 0.6 0.8 1 N/N0 ag from0.4 to0.5 z =42 cm dynamic cell1 dynamic cell2 dynamic cell3 dynamic cell4 0.4 0.6 0.8 1 N/N0 ag from0.5 to0.6 z =42 cm dynamic cell1 dynamic cell2 dynamic cell3 dynamic cell4
Quota z = 49 cm 3 4 5 6 7 8 9 10 n° stiffener 0 0.2 0.4 0.6 0.8 1 N/N0 ag from0.1 to0.2 z =49 cm dynamic cell1 dynamic cell2 dynamic cell3 dynamic cell4 3 4 5 6 7 8 9 10 n° stiffener 0 0.2 0.4 0.6 0.8 1 N/N0 ag from0.2 to0.3 z =49 cm dynamic cell1 dynamic cell2 dynamic cell3 dynamic cell4 3 4 5 6 7 8 9 10 n° stiffener 0 0.2 0.4 0.6 0.8 1 N/N0 ag from0.3 to0.4 z =49 cm dynamic cell1 dynamic cell2 dynamic cell3 dynamic cell4 3 4 5 6 7 8 9 10 n° stiffener 0 0.2 0.4 0.6 0.8 1 N/N0 ag from0.4 to0.5 z =49 cm dynamic cell1 dynamic cell2 dynamic cell3 dynamic cell4 0.6 0.8 1 N/N0 ag from0.5 to0.6 z =49 cm dynamic cell1 dynamic cell2 dynamic cell3 dynamic cell4
3 4 5 6 7 8 9 10 n° stiffener 0 0.2 0.4 0.6 0.8 N/N0 dynamic cell3 dynamic cell4 3 4 5 6 7 8 9 10 n° stiffener 0 0.2 0.4 0.6 0.8 1 N/N0 ag from0.2 to0.3 z =150 cm dynamic cell1 dynamic cell2 dynamic cell3 dynamic cell4 3 4 5 6 7 8 9 10 n° stiffener 0 0.2 0.4 0.6 0.8 1 N/N0 ag from0.3 to0.4 z =150 cm dynamic cell1 dynamic cell2 dynamic cell3 dynamic cell4 3 4 5 6 7 8 9 10 n° stiffener 0 0.2 0.4 0.6 0.8 1 N/N0 ag from0.4 to0.5 z =150 cm dynamic cell1 dynamic cell2 dynamic cell3 dynamic cell4 0.4 0.6 0.8 1 N/N0 ag from0.5 to0.6 z =150 cm dynamic cell1 dynamic cell2 dynamic cell3 dynamic cell4
Quota z = 250 cm 3 4 5 6 7 8 9 10 n° stiffener 0 0.2 0.4 0.6 0.8 1 N/N0 ag from0.1 to0.2 z =250 cm dynamic cell1 dynamic cell2 dynamic cell3 dynamic cell4 3 4 5 6 7 8 9 10 n° stiffener 0 0.2 0.4 0.6 0.8 1 N/N0 ag from0.2 to0.3 z =250 cm dynamic cell1 dynamic cell2 dynamic cell3 dynamic cell4 3 4 5 6 7 8 9 10 n° stiffener 0 0.2 0.4 0.6 0.8 1 N/N0 ag from0.3 to0.4 z =250 cm dynamic cell1 dynamic cell2 dynamic cell3 dynamic cell4 3 4 5 6 7 8 9 10 n° stiffener 0 0.2 0.4 0.6 0.8 1 N/N0 ag from0.4 to0.5 z =250 cm dynamic cell1 dynamic cell2 dynamic cell3 dynamic cell4 0.6 0.8 1 N/N0 ag from0.5 to0.6 z =250 cm dynamic cell1 dynamic cell2 dynamic cell3 dynamic cell4
3 4 5 6 7 8 9 10 n° stiffener 0 0.2 0.4 0.6 0.8 1 N/N0 dynamic cell1 dynamic cell2 dynamic cell3 dynamic cell4 3 4 5 6 7 8 9 10 n° stiffener 0 0.2 0.4 0.6 0.8 1 N/N0 ag from0.2 to0.3 z =42 cm dynamic cell1 dynamic cell2 dynamic cell3 dynamic cell4 3 4 5 6 7 8 9 10 n° stiffener 0 0.2 0.4 0.6 0.8 1 N/N0 ag from0.3 to0.4 z =42 cm dynamic cell1 dynamic cell2 dynamic cell3 dynamic cell4 3 4 5 6 7 8 9 10 n° stiffener 0 0.2 0.4 0.6 0.8 1 N/N0 ag from0.4 to0.5 z =42 cm dynamic cell1 dynamic cell2 dynamic cell3 dynamic cell4 0.4 0.6 0.8 1 N/N0 ag from0.5 to0.6 z =42 cm dynamic cell1 dynamic cell2 dynamic cell3 dynamic cell4
Quota z = 49 cm 3 4 5 6 7 8 9 10 n° stiffener 0 0.2 0.4 0.6 0.8 1 N/N0 ag from0.1 to0.2 z =49 cm dynamic cell1 dynamic cell2 dynamic cell3 dynamic cell4 3 4 5 6 7 8 9 10 n° stiffener 0 0.2 0.4 0.6 0.8 1 N/N0 ag from0.2 to0.3 z =49 cm dynamic cell1 dynamic cell2 dynamic cell3 dynamic cell4 3 4 5 6 7 8 9 10 n° stiffener 0 0.2 0.4 0.6 0.8 1 N/N0 ag from0.3 to0.4 z =49 cm dynamic cell1 dynamic cell2 dynamic cell3 dynamic cell4 3 4 5 6 7 8 9 10 n° stiffener 0 0.2 0.4 0.6 0.8 1 N/N0 ag from0.4 to0.5 z =49 cm dynamic cell1 dynamic cell2 dynamic cell3 dynamic cell4 0.6 0.8 1 N/N0 ag from0.5 to0.6 z =49 cm dynamic cell1 dynamic cell2 dynamic cell3 dynamic cell4
3 4 5 6 7 8 9 10 n° stiffener 0 0.2 0.4 0.6 0.8 N/N0 dynamic cell3 dynamic cell4 3 4 5 6 7 8 9 10 n° stiffener 0 0.2 0.4 0.6 0.8 1 N/N0 ag from0.2 to0.3 z =150 cm dynamic cell1 dynamic cell2 dynamic cell3 dynamic cell4 3 4 5 6 7 8 9 10 n° stiffener 0 0.2 0.4 0.6 0.8 1 N/N0 ag from0.3 to0.4 z =150 cm dynamic cell1 dynamic cell2 dynamic cell3 dynamic cell4 3 4 5 6 7 8 9 10 n° stiffener 0 0.2 0.4 0.6 0.8 1 N/N0 ag from0.4 to0.5 z =150 cm dynamic cell1 dynamic cell2 dynamic cell3 dynamic cell4 0.4 0.6 0.8 1 N/N0 ag from0.5 to0.6 z =150 cm dynamic cell1 dynamic cell2 dynamic cell3 dynamic cell4
Quota z = 250 cm 3 4 5 6 7 8 9 10 n° stiffener 0 0.2 0.4 0.6 0.8 1 N/N0 ag from0.1 to0.2 z =250 cm dynamic cell1 dynamic cell2 dynamic cell3 dynamic cell4 3 4 5 6 7 8 9 10 n° stiffener 0 0.2 0.4 0.6 0.8 1 N/N0 ag from0.2 to0.3 z =250 cm dynamic cell1 dynamic cell2 dynamic cell3 dynamic cell4 3 4 5 6 7 8 9 10 n° stiffener 0 0.2 0.4 0.6 0.8 1 N/N0 ag from0.3 to0.4 z =250 cm dynamic cell1 dynamic cell2 dynamic cell3 dynamic cell4 3 4 5 6 7 8 9 10 n° stiffener 0 0.2 0.4 0.6 0.8 1 N/N0 ag from0.4 to0.5 z =250 cm dynamic cell1 dynamic cell2 dynamic cell3 dynamic cell4 0.6 0.8 1 N/N0 ag from0.5 to0.6 z =250 cm dynamic cell1 dynamic cell2 dynamic cell3 dynamic cell4
3 4 5 6 7 8 9 10 n° stiffener 0 0.2 0.4 0.6 0.8 1 N/N0 dynamic cell1 dynamic cell2 dynamic cell3 dynamic cell4 3 4 5 6 7 8 9 10 n° stiffener 0 0.2 0.4 0.6 0.8 1 N/N0 ag from0.2 to0.3 z =42 cm dynamic cell1 dynamic cell2 dynamic cell3 dynamic cell4 3 4 5 6 7 8 9 10 n° stiffener 0 0.2 0.4 0.6 0.8 1 N/N0 ag from0.3 to0.4 z =42 cm dynamic cell1 dynamic cell2 dynamic cell3 dynamic cell4 3 4 5 6 7 8 9 10 n° stiffener 0 0.2 0.4 0.6 0.8 1 N/N0 ag from0.4 to0.5 z =42 cm dynamic cell1 dynamic cell2 dynamic cell3 dynamic cell4 0.4 0.6 0.8 1 N/N0 ag from0.5 to0.6 z =42 cm dynamic cell1 dynamic cell2 dynamic cell3 dynamic cell4
Quota z = 49 cm 3 4 5 6 7 8 9 10 n° stiffener 0 0.2 0.4 0.6 0.8 1 N/N0 ag from0.1 to0.2 z =49 cm dynamic cell1 dynamic cell2 dynamic cell3 dynamic cell4 3 4 5 6 7 8 9 10 n° stiffener 0 0.2 0.4 0.6 0.8 1 N/N0 ag from0.2 to0.3 z =49 cm dynamic cell1 dynamic cell2 dynamic cell3 dynamic cell4 3 4 5 6 7 8 9 10 n° stiffener 0 0.2 0.4 0.6 0.8 1 N/N0 ag from0.3 to0.4 z =49 cm dynamic cell1 dynamic cell2 dynamic cell3 dynamic cell4 3 4 5 6 7 8 9 10 n° stiffener 0 0.2 0.4 0.6 0.8 1 N/N0 ag from0.4 to0.5 z =49 cm dynamic cell1 dynamic cell2 dynamic cell3 dynamic cell4 0.6 0.8 1 N/N0 ag from0.5 to0.6 z =49 cm dynamic cell1 dynamic cell2 dynamic cell3 dynamic cell4
3 4 5 6 7 8 9 10 n° stiffener 0 0.2 0.4 0.6 0.8 N/N0 dynamic cell3 dynamic cell4 3 4 5 6 7 8 9 10 n° stiffener 0 0.2 0.4 0.6 0.8 1 N/N0 ag from0.2 to0.3 z =150 cm dynamic cell1 dynamic cell2 dynamic cell3 dynamic cell4 3 4 5 6 7 8 9 10 n° stiffener 0 0.2 0.4 0.6 0.8 1 N/N0 ag from0.3 to0.4 z =150 cm dynamic cell1 dynamic cell2 dynamic cell3 dynamic cell4 3 4 5 6 7 8 9 10 n° stiffener 0 0.2 0.4 0.6 0.8 1 N/N0 ag from0.4 to0.5 z =150 cm dynamic cell1 dynamic cell2 dynamic cell3 dynamic cell4 0.4 0.6 0.8 1 N/N0 ag from0.5 to0.6 z =150 cm dynamic cell1 dynamic cell2 dynamic cell3 dynamic cell4
Quota z = 250 cm 3 4 5 6 7 8 9 10 n° stiffener 0 0.2 0.4 0.6 0.8 1 N/N0 ag from0.1 to0.2 z =250 cm dynamic cell1 dynamic cell2 dynamic cell3 dynamic cell4 3 4 5 6 7 8 9 10 n° stiffener 0 0.2 0.4 0.6 0.8 1 N/N0 ag from0.2 to0.3 z =250 cm dynamic cell1 dynamic cell2 dynamic cell3 dynamic cell4 3 4 5 6 7 8 9 10 n° stiffener 0 0.2 0.4 0.6 0.8 1 N/N0 ag from0.3 to0.4 z =250 cm dynamic cell1 dynamic cell2 dynamic cell3 dynamic cell4 3 4 5 6 7 8 9 10 n° stiffener 0 0.2 0.4 0.6 0.8 1 N/N0 ag from0.4 to0.5 z =250 cm dynamic cell1 dynamic cell2 dynamic cell3 dynamic cell4 0.6 0.8 1 N/N0 ag from0.5 to0.6 z =250 cm dynamic cell1 dynamic cell2 dynamic cell3 dynamic cell4
