PSI - Issue 11

Paolo Zampieri et al. / Procedia Structural Integrity 11 (2018) 436–443 Zampieri et al ./ Structural Integ rity Procedia 0 0 (2018) 000–00 0

443

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ion of hinges as

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) Capacity curve

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onclusion This paper ex hod of equili PVW to ana , from the in figuration. A g an inclined figurations of The results o e discrepanci e geometrica erences an J., The safety lagli, N., Gusell 1. DOI:10.1016/ pieri, P., Falesch tructures, 156, p endorf, J.A., 200 ia, S., Di Carlo nternational Jour o, M., 1996. On reservation of m

amines the b brium limit a lyse the thrus itial configu real arch wa direction of the deformed f the experim es in the posi l irregularitie of masonry arc a, V., Severini, L j.compstruc.2017 ini, F., Zanini, M p. 363-374. DOI 6. The masonry , F., Rinaldi, Z nal of Advanced the role played b onuments and hi

ehaviour of nalysis in the t line and ide ration corresp s built so as t 45° until coll arch were co ental test con tion of the cr s of the arch a hes, Int J. Mech S ., 2017. The safe .04.003 .A., Simoncello : 10.1016/j.engstr arch on spreading ., 2015. Collap Structural Engin y Settlements in storic sites, Napo

a masonry ar hypothesis o ntify the diffe onding to nu o conduct an apse. As the ntinuously re firmed the re acking hinges nd the inhere ci., (1969) 11:36 ty of masonry ar , N., 2018. Coll uct.2017.11.048 supports, Struct se displacements eering., 7 (3)(201 the statics of m li, Italy, October

ch subjected f significant rent positions ll displacem experimenta value of imp corded. liability of th under displa nt uncertainti 3-85. ches with uncert apse mechanism Eng Inst Struct for a mechani 5) 307-320. DO asonry structures , Balkema, Rotte

to settlement displacement of the collap ent of the str l test by subj osed displace e structural m cement. Such es in real stru

along a dire s, an algorith se hinges tha inging, up to ecting it to sp ment was inc odel develop discrepancie ctures.

ction α. Usin m is propose t are created o the final co ringing settle reased, the va ed, however s can be attri

g the d that n the llapse ment rious there buted

met uses arch con alon con wer to th Ref Heym Cava 3 Zam S Ochs Cocc I Com p

ain geometry, Co

mputers and Stru

ctures., 188 (20

17) 17

s of masonry arc Eng Lond., 84(2) sm of spreading I: 10.1007/s4009 , In: The confere rdam., (1996) 3–

hes with settled (2006) 29–36. -induced suppor 1-015-0101-x nce on geotechn 4.

springing. Engi

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y arch,

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for the