Santa Maria del Fiore

Santa Maria Della Fiore Cathedral 

Dome represented the begining of the Renaissance

Location: Florence, Italy

Construction began 1296 

Designed by Arnolfo di Cambio in 1367

  • Dome designed by Fillippo Brunelleschi 

Architectural Type: Church 

Style: Gothic and Renaissance  

            

Architecture 

  • Built as a basilica 
  • Wide central nave of four square bays with an aisle on eiter side 
  • Chancel and transepts are identical polygonal plan
    • Separated by two smaller polygonal chapels 
  • Whole plan forms a Latin cross 
  • Nave and aisles are separated by wide pointed Gothic arches resting on composite piers 

Dimensions 

  • Builing area 89,340 square feet 
  • 502 feet long 
  • 125 feet wide 
  • 300 feet width at crossing 
  • 375.7 feet Dome height 
  • 75 feet height of aisle arches 

Dome 

  • Material: Brick
  • The structure was domeless for 50 years since it was difficult to design t
  • Filippo Brunelleschi designed a dome without  any centering to support the masonry 
  • Four major challenges:
    • Building the dome on top of 30 foot high cupola (tower)
      • Cupola vulnerable to instability by lateral thrust
    • Dome was octogonal plan 
    • Building a heavy stone lantern
    • Managing to build the dome which is 170 feet above without any temporary wooden centering 
  • Solutions:
    • Brunelleschi's tall profile generated less thrust and so more stability under load 
    • Two thin shells tied them together with a grid of 24 ribs in meridional direction
      • Additional horizontal nine ribs were arched 
    • To counter lateral thrust and hoop stress: the dome was encircled with four chains
      • Three made of stone : low tensile strength 
      • One made of timber

Herringbone Pattern 

  • As the dome grew taller the surface inclined and bricks moved inward 
  • The wet mortar caused the bricks to slide off 
  • To prevent the sliding Brunelleschi invented the Herringbone pattern
    • Vertical elements projected at the end of each horizontal layer of brick
    • So the projections were angled so the next course  of horizontal bricks would be wedged in place and wouldn't fall in place 
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