Non-Finito - ACES

More documents

Recommendations

Info

Airbags save lives in the automotive sector! Why not in structural applications?
Huge airbags enable safe landing of space crafts
Page 1 and 2:
To help protect your privacy, Power
Page 3 and 4:
Non-Finito = simply uncompleted wor
Page 5 and 6:
Outline • The Past • The Presen
Page 7 and 8:
Corrosion built in 1912 strengthene
Page 9 and 10:
Strengthening with CFRP • light
Page 11 and 12:
Ibach bridge 1991 CFRP strips are g
Page 13 and 14:
Patience, patience, patience ……
Page 15 and 16:
CFRP wires and strips • very high
Page 17 and 18:
Stork bridge 1996 (124 m span, 2 la
Page 19 and 20:
Laminated CFRP strap
Page 21 and 22:
Laminated CFRP strap
Page 23 and 24:
Relative strength vs. radii ro 0.80
Page 25 and 26:
σ // σ ⊥ τ //⊥ non-laminated
Page 27 and 28:
Efficiency 300 250 Capacity [kN] 20
Page 29 and 30:
Creep experiments
Page 31 and 32:
Cross section of T-Beam
Page 33 and 34:
Page 35 and 36:
Page 37 and 38:
Shear strengthening
Page 40 and 41:
Cable dredger
Page 42 and 43:
Juli 2009
Page 44:
Roof truss of church Homberg-Efze D
Page 47:
Seismic retrofitting of masonry wal
Page 57 and 58: The Dome of Pavia lantern 62 m 41 m
Page 59 and 60: Selected Problems of Dome possible
Page 61 and 62: Solution possible concept for rehab
Page 63 and 64: Worldwide thousands of columns need
Page 65 and 66: CFRP wrapping of rectangular column
Page 67 and 68: Active column wrapping woven fabric
Page 69 and 70: Active column wrapping woven fabric
Page 71 and 72: Active column wrapping injecting po
Page 73 and 74: Active column wrapping injecting po
Page 75: Active column wrapping Mark Green,
Page 78 and 79: CFRP Column Wrapping 1995 XXSYS Tec
Page 80 and 81: Mark Green, Olav Huth, Andreas Wini
Page 82 and 83: Dr. Hanspeter Kaiser (1989) Prof. D
Page 84: Pre-tensioning equipment Type: tens
Page 89 and 90: Verification experiment Christoph C
Page 91: Mechanised and computer-controlled
Page 94 and 95: 5 hours ≡ 1.45 m 5 hours ≡ 1.45
Page 96 and 97: Pre-tensioned CFRP strips • Why s
Page 98 and 99: Heritage structures: Post-tensionin
Page 100 and 101: Heritage structures: Post-tensionin
Page 102 and 103: Hagia Sophia, Istanbul since 641 pr
Page 106 and 107: Hagia Sophia, Istanbul high risk zo
Page 108 and 109: Hagia Sophia, Istanbul crosshead U-
Page 110 and 111: Hagia Sophia, Istanbul
Page 112 and 113: 1943: to avoid another “Tacoma-Ca
Page 114 and 115: Bronx-Whitestone Bridge 1943, insta
Page 116 and 117: Some Problems with Suspension Bridg
Page 118 and 119: 2003: GFRP-Wind Fairings Cable Susp
Page 120 and 121: Net weight “loss” of 5’600 to
Page 122 and 123: What happens when another 20% is go
Page 124 and 125: What if we get to-morrow a contract
Page 126 and 127: Hanger-/Main-Cable Connection Humbe
Page 128 and 129: 2003: Passive FRP- Wind Fairings Ca
Page 130 and 131: 20XX: Adaptive Wind Fairings M wind
Page 133 and 134: Outline • The Past • The Presen
Page 135 and 136: Conclusions • The idea to use e.g
Page 137: Thank you very much for your kind a
show all

Non-Finito - ACES

Create successful ePaper yourself

Delete template?

Save as template?