The sequence Fourier transform method for the analysis of a periodic viaduct subjected to non-uniform seismic waves.
- Published in:
- Acta Mechanica, 2013, v. 224, n. 9, p. 2143, doi. 10.1007/s00707-013-0876-4
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- Publication type:
- Article
Works matching DE "SPANS (Structural engineering)"
Results: 18
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2
The Effect of Side Span Length on the Behavior of Long-Span Hybrid Cable-Stayed Suspension Bridge.
- Published in:
- IUP Journal of Structural Engineering, 2014, v. 7, n. 3, p. 47
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- Article
3
Restoring a collapsed span over the Skagit River.
- Published in:
- PCI Journal, 2015, p. 52
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- Article
4
Prestress losses and camber growth in wing-shaped structural members.
- Published in:
- PCI Journal, 2015, p. 98
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- Publication type:
- Article
5
Flexural strengthening of continuous concrete beams using external prestressed steel bars.
- Published in:
- PCI Journal, 2015, p. 68
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- Publication type:
- Article
6
1652. Modal analysis of the triple-tower twin-span suspension bridge in deck unit erection stage.
- Published in:
- Journal of Vibroengineering, 2015, v. 17, n. 4, p. 2001
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- Publication type:
- Article
7
Spectral analysis connected with suspension bridge systems.
- Published in:
- IMA Journal of Applied Mathematics, 2016, v. 81, n. 1, p. 42, doi. 10.1093/imamat/hxv027
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- Publication type:
- Article
8
Response modification factors for steel buckling restrained braced frames designed as per the 2010 National Building Code of Canada.
- Published in:
- Canadian Journal of Civil Engineering, 2016, v. 43, n. 8, p. 702, doi. 10.1139/cjce-2014-0014
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- Publication type:
- Article
9
Effect of the pseudogap on the transition temperature in the cuprates and implications for its origin.
- Published in:
- Nature Physics, 2014, v. 10, n. 5, p. 357, doi. 10.1038/nphys2926
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- Publication type:
- Article
10
STUDY THE CHARACTERISTICS OF SMALL AND VERY SMALL SPAN WINGS, USED ON SHIPS.
- Published in:
- Fiability & Durability / Fiabilitate si Durabilitate, 2011, n. 1, p. 81
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- Publication type:
- Article
11
Agility based software development for truss design.
- Published in:
- Rem: Revista Escola de Minas, 2014, v. 67, n. 3, p. 259, doi. 10.1590/S0370-44672014000300003
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- Publication type:
- Article
12
Effect of the Foundation-Base Interaction on the Dynamics of Metal Bridge Spans.
- Published in:
- Soil Mechanics & Foundation Engineering, 2016, v. 53, n. 5, p. 336, doi. 10.1007/s11204-016-9408-2
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- Publication type:
- Article
13
Extreme Multiple-Span Continuous S-Curved Bridges-- Kaneda Viaduct, Metropolitan Inter-City Expressway, Japan.
- Published in:
- Structural Engineering International, 2014, v. 24, n. 3, p. 381, doi. 10.2749/101686614X13844300210399
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- Publication type:
- Article
14
Viaduct oyer River Ulla: An Outstanding Composite (Steel and Concrete) High-Speed Railway Viaduct.
- Published in:
- Structural Engineering International, 2014, v. 24, n. 1, p. 131, doi. 10.2749/101686614X13830788506279
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- Publication type:
- Article
15
SPANS OF COSPANS.
- Published in:
- Theory & Applications of Categories, 2018, v. 33, n. 6-7, p. 131
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- Publication type:
- Article
16
SPANS OF COSPANS IN A TOPOS.
- Published in:
- Theory & Applications of Categories, 2018, v. 33, n. 1-5, p. 1
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- Publication type:
- Article
17
ACTION REPRESENTABILITY VIA SPANS AND PREFIBRATIONS.
- Published in:
- Theory & Applications of Categories, 2017, v. 32, n. 43-46, p. 1501
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- Article
18
Temporary emergency train-carrying bridges.
- Published in:
- Journal of the South African Institution of Civil Engineering, 2016, v. 24, n. 2, p. 45
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- Publication type:
- Article