Structural Design II Philippe Block Joseph Schwartz
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1 1 Structural Design II Philippe Block Joseph Schwartz
2 Structural design I+II Structural design I 2. Equilibrium and graphic static 1. Introduction Cables Arches Arch-cablestructures 9. Trusses Beams and frames 13. Cable-net and membrane structures Vaults, domes and shells 16. Spatial archcable-structures 17. Spacial trusses 16. Shear walls and plates 20. Columns 12. Materials and dimensioning Structural design II 19. Bending Course overview
3 3 Frame Three-hinged frame Two-hinged frame Form and internal forces Maximum capacity load (collapse load) analysis Frame corner Compounded frame
4 Three-hinged frame 4 Silvano Zorzi: Bridge over Tagliamento river, Pinzano, Italy, 1969
5 Three-hinged frame 5
6 Three-hinged frame 6
7 Three-hinged frame 7
8 Three-hinged frame 8
9 Three-hinged frame 9
10 Three-hinged frame 10 Silvano Zorzi: Bridge over Tagliamento river, Pinzano, Italy, 1969
11 11 Frame Three-hinged frame Two-hinged frame Form and internal forces Maximum capacity load (collapse load) analysis Frame corner Compounded frame
12 Two-hinged frame 12 Eugene Freyssinet: Bridge over Marne river, Luzancy, 1946
13 Two-hinged frame 13
14 Two-hinged frame 14
15 Two-hinged frame
16 Two-hinged frame
17 Two-hinged frame
18 Two-hinged frame
19 Two-hinged frame
20 Two-hinged frame ,1 2,2 2, ,1 2,2 2,3 3
21 Two-hinged frame ,1 2,2 2, ,1 2,2 3 2,3
22 Two-hinged frame ,1 2,2 2, ,1 2,2 2,3 3
23 Two-hinged frame 23
24 24 Frame Three-hinged frame Two-hinged frame Form and internal forces Maximum capacity load (collapse load) analysis Frame corner Compounded frame
25 Form and internal forces 25 Marcel Breuer, Bernhard Zehrfuss, Pier Luigi Nervi: head office, UNESCO, Paris, 1957
26 Form and internal forces 26 Marcel Breuer, Bernhard Zehrfuss, Pier Luigi Nervi: head office, UNESCO, Paris, 1957
27 Form and internal forces 27
28 Form and internal forces 28
29 Form and internal forces 29
30 Form and internal forces 30
31 Form and internal forces 31
32 Form and internal forces 32 Maurice Novarina, Jean Prouvé: pump room of the Cachat spring, Evian-les-Bains,
33 Form and internal forces 33
34 34 Frame Three-hinged frame Two-hinged frame Form and internal forces Maximum capacity load (collapse load) analysis Frame corner Compounded frame
35 Maximum capacity load (collapse load) analysis 35 ξ * h h
36 ξ = 3 ξ = inf ξ = 1 ξ = 1/3 ξ = 0 = = = A 1 = A A A A A A 2 5 A A 5 A Widerstand der Flansche Maximum capacity load (collapse load) analysis 36
37 Maximum capacity load (collapse load) analysis Widerstand der Flansche ξ = 0 1 ξ * h ξ = 1/ = h 3 3 ξ = = ξ = = /3 1 3 ξ ξ = inf 5 1 = 1.143
38 Maximum capacity load (collapse load) analysis 38 e
39 39 Frame Three-hinged frame Two-hinged frame Form and internal forces Maximum capacity load (collapse load) analysis Frame corner Compounded frame
40 Frame corner 40 Patera Building, Stoke-on-Trent
41 Frame corner 41 Studio Vacchini: sport and education centre Mülimatt, Brugg/Windisch, 2010
42 Frame corner 42 einforcement of the frame corner in concrete
43 Frame corner 43 L. Mies van der ohe: Crown Hall IIT, Chicago, 1956
44 Frame corner 44 L. Mies van der ohe: Crown Hall IIT, Chicago, 1956
45 Frame corner 45 L. Mies van der ohe: Crown Hall IIT, Chicago, 1956
46 Frame corner 46 welded connection bolted connection welded connection bolted connection Execution of the frame corner in steel
47 47 Frame Three-hinged frame Two-hinged frame Form and internal forces Maximum capacity load (collapse load) analysis Frame corner Compounded frame
48 Compounded frame 48 Marcel Breuer, Bernhard Zehrfuss, Pier Luigi Nervi: head office, UNESCO, Paris, 1957
49 Compounded frame 49 Marcel Breuer, Bernhard Zehrfuss, Pier Luigi Nervi: conference hall, UNESCO, Paris, 1957
50 Compounded frame 50 Marcel Breuer, Bernhard Zehrfuss, Pier Luigi Nervi: conference hall, UNESCO, Paris, 1957
51 Compounded frame 51 Marcel Breuer, Bernhard Zehrfuss, Pier Luigi Nervi: conference hall, UNESCO, Paris, 1957
52 Compounded frame 52
53 Compounded frame 53
54 Compounded frame 54
55 Compounded frame 55 Livio Vacchini, Andreoutti + Partners: office building La Ferriera, Locarno, 2003
56 Compounded frame 56 Marcel Breuer, Bernhard Zehrfuss, Pier Luigi Nervi: headquarters, UNESCO, Paris, 1957
57 Compounded frame 57
Structural Design II Philippe Block Joseph Schwartz
http://www.block.arch.ethz.ch/eq/ 1 Structural Design II Philippe Block Joseph Schwartz Structural design I+II 2 Structural design I Structural design II 2. Equilibrium and graphic static 6. Materials
More informationStructural Design II Philippe Block Joseph Schwartz
http://www.block.arch.ethz.ch/eq/ 1 Structural Design II Philippe Block Joseph Schwartz Structural design I+II 2 Structural design I 2. Equilibrium and graphic static 1. Introduction 3.+4. Cables 5.+7.
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