Structures
History of Building and Construction
History of Building and Construction
Department
Kansas State University
Building Address
Manhattan, KS 66506
address@example.com
Phone Number
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
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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
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Four major challenges:
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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
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Building the dome on top of 30 foot high cupola (tower)
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Solutions:
- Brunelleschi's tall profile generated less thrust and so more stability under load
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Two thin shells tied them together with a grid of 24 ribs in meridional direction
- Additional horizontal nine ribs were arched
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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
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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