PSI - Issue 11

Mariateresa Guadagnuolo et al. / Procedia Structural Integrity 11 (2018) 444–451 Author name / Structural Integrity Procedia 00 (2018) 000–000

448

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Fig. 3. (a,b,c) Photo; (d) Sections and material; (e) Block model of the “Corpus Domini” bell tower.

Table 1. Geometry and material of the "Corpus Domini" bell tower.

3 )

Height (m)

Material

Section (m) Side or diameter

f mc (MPa)

Weight (kN/m

0.75

Limestone

8.02

4.5 2.4 4.5 1.4 4.5 1.4 4.5 1.4 1.4

22 18 22 16 22 16 22 16 16

9.5 0.8 9.6

Brick

8.02* 8.40 7.66* 8.40 7.66* 8.02

Limestone Tuff Limestone Tuff Limestone

0.83 9.07 0.83 8.48 9.26

Tuff Tuff

6.44** 6.44** * unless the openings ** variable