PSI - Issue 78
Elisabetta Bersanetti et al. / Procedia Structural Integrity 78 (2026) 372–378
376
The design includes 133 HDRB (High-Damping Rubber Bearings) elastomeric isolators, each 200 mm high and 550 mm in diameter, with an equivalent damping ratio of 12%, and 167 sliding devices capable of 25 cm of displacement. The maximum displacements under SLC (Limit State for Serviceability) conditions remain within 22 cm, and no global torsional effects are observed. Additional sliding devices are required to manage the loads from elevators and two boiler rooms, which are stiffly connected to the superstructure. The proposed layout ensures alignment of the centers of mass and stiffness, resulting in a principal period of 2.85 – 2.90 seconds.
Fig.5 Typical load deflection plot of HDRB
Table 1. Modal analysis results
Seismic Dir. 1
SeismicDir. 2
Masses
Perc.
Masses
Perc.
Frequency and Modal Masses
Excited
32885.33 99.99
32884.6 99.99
Total
32886.89
32886.89
Mode Frequency N.ro (rad/sec)
Period Damping Sd/g
Sd/g
Sd/g SLV 0,048 0,048 0,055 0,447 0,493 0,515 0,528 0,534 0,534 0,534
Sd/g Modal Mass Perc.
Modal Mass Perc.
(sec)
Mod(%)
SLO SLD
SLC
Ecc. (t)
Ecc. (t) 125,87
99
1 2 3 4 5 6 7 8 9
2,168 2,181 2,334
2,89845 2,88072 2,69200 0,52458 0,47613 0,45548 0,44414 0,40512 0,38618 0,35065
11,3 11,5 11,5
0,015 0,015 0,017 0,134 0,147 0,154 0,158 0,172 0,172 0,172
0,020 0,020 0,023 0,174 0,192 0,201 0,206 0,220 0,220 0,220
0,063 0,064 0,073 0,557 0,613 0,641 0,652 0,652 0,652 0,652
32534,88
0
98
165,51 134,51
1 0 0 0 0 0 0 0 0
32133,64
596,61
2 0 0 0 0 0 0 0
11,978 13,196 13,795 14,147 15,509 16,270 17,919
5,0 5,0 5,0 5,0 5,0 5,0 5,0
48,51
0,02
0,04 1,56 0,27 0,05 0,00 0,00
24,26
0,20 2,93 1,06 0,00 0,00
10
b
a
Fig.6 Displacement SLC of isolation system for seismic forces a) 100% direction X - b) 100% direction Y
Table 2: Isolators and Sliders results
ISOLATORS
N - Seismic
N - Static
Displacement
Maximum Values and Mean Values
(kg)
(kg)
mm 218
-250484
-159766
MAX
Made with FlippingBook Digital Proposal Maker