PSI - Issue 11

Gloria Terenzi et al. / Procedia Structural Integrity 11 (2018) 161–168

164

4

Terenzi G,

Costoli I, Sorace

S, Spinelli P / St

ructural Integrity

Procedia 00 (2

018) 000–000

Type I

pe A

Ty

pe B

Ty

Type L

Type M

ype C

T

Type N

e D

Typ

Type P

pe E

Ty

Type Q

e F

Typ

pe G

Type R

Ty

e H

Typ

Type S

Type O

F ig. 4.Ground and

first storey retic

ular steel beams

(types A through

S).

3. A Th and and

ssessment an e verification associated m displacement Modal analy e finite elem e type eleme s of the stee lighted by th

alysis in cur enquiry in c odal masses, s. sis ent model o nts for all m l beams. To e investigatio

rent conditio urrent condit and a time-hi

ns ions is articul story analysis

ated in a mod , to assess the

al analysis, t seismic perf

o calculate th ormance in te

e vibration pe rms of stress

riods states

3.1.

Th fram end high

f the structur embers. The c take into acc n campaign, r

(CSI, 2018), trated loads ams and col uting trusses.

e was genera ladding pane ount the poo otational rele

ted by SAP2 ls were consi r strength of ases were inse

000NL calcu dered as equi the welds o rted at the en

lus program valent concen f the steel be ds the constit

using at the umns