PSI - Issue 11

Luigi Guerriero et al. / Procedia Structural Integrity 11 (2018) 379–387

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L. Guerriero et a

l. / Structural In

tegrity Procedia

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Fig.

6. Church of the

Spirito Santo, co

nstruction details

of the roof.

Fig. 7.

Plant and longitu

dinal section, ca

rpentry of the ro

of.

T he transmitt straint only in slow relativ a very low ificant comp eases, explica the advantag uced by the w er (which all een the diffe mal expansio curb radiciato r side are co zontally, in th wall passes mprovement mization of th these materi Improvemen mization of th these materi act. he project p orated surface ed with chalk ered with pain osal relies o ument, conse

ers shock (dy the presenc e movements, strength, whi ulsions. Inste ting the actio es of an isos ind or an ea ows to obtain rent walls) an n, they have b . The devices nnected to t e head, the t by the cantile in relation t e results and als, the greate t in relation to e results and als, the great lace based o s, to a large and "armed ted, the wall n the increa rvation of eac

namic constr e of dynamic for example ch does not p ad, under th n of constrai tatic structure rthquake). In a box-like d at the same een used eigh were arrange he wall by f ransverse wal ver scheme, w o the metho of execution r ease and ec the methodo of execution er ease and ec n race provi extent interve " with nails s "to" sevente sed chemica h item of cul

aint devices loads. In fac caused by the revent such m e action of nt. The transm for the load the specific c behavior of t time avoid t t dynamic co d in correspo ixed constrai ls (including ith free head dological cho times, which onomy in futu logical choice times, which i onomy in futu des, for the ntions unrela and iron wire enth-century l and physic tural value, di

or temporary t, if the struc rmal deforma ovement. In dynamic load itters shock s of exercise ase, in order he building, he creation of nstraint devic ndence of the nts). The tec the main fron movement. ices, to the in terms of du re maintenan s, to the tech n terms of du re maintenan conservation ted to the spe , floors and construction al compatibil stinctness an

constraint) tural element tion (or shrin this way, in s, the reacti then allow yo and a hyperst to exploit th and then the states of coe es to connect sliding supp hnical soluti t) to the long techniques a rability, reve ce operations niques and m rability, rever ce operation interventions cific constitu eighteenth of sites, and "bo ity criteria w d integrations

are used to s to be conne kage, creep), the structure on of the de u to take adv atic structure e effect of ho distribution rcion in the w the trusses to orts of the tru on adopted a itudinal walls nd materials rsibility, enha , reduced env aterials both sibility, enhan s, reduced env of matter ( ent material o “scorzate ch zzette", eighte ith the matt of reversibili

create an eff cted they un these devices does not gen vices signific antage at the for dynamic rizontal diaph of seismic a alls resulting the walls, th sses (which o llows to con and vice ver both in term nced compat ironmental im in terms of ced compati ironmental restoration) o f the same (s iancarelle” b enth century er historicise ty.

ective dergo react erate antly same loads ragm ctions from rough n the strain sa, ie s of ibility pact.

con very with sign incr time (ind cov betw ther the othe hori each I opti with 1.3. opti with imp T dec link pap prop mon

bility

f the tucco eams, ). The d the