Structural Engineering International (SEI) - v. 25, n. 2 (Mai 2015)
| Erschienen: | Mai 2015 |
|---|
Artikel in dieser Ausgabe
| Autor(en) | Titel | Seite(n) |
|---|---|---|
| Menétrey, Philippe | ArtStructures | 121 |
| Singh, Harminder | Assessment and Strengthening of Buncer Lane Bridge, Blackburn, United Kingdom | 197-202 |
| Fröderberg, Martin | Conceptual Design Strategy: Appraisal of Practitioner Approaches | 151-158 |
| Madrazo-Aguirre, Fernando / Ruiz-Teran, Ana M. / Wadee, M. Ahmer | Design Criteria of Under-Deck Cable-Stayed Composite Bridges for Short and Medium Spans | 125-133 |
| Low, Angus | The Design of Railway Viaducts without Rail Joints | 218-223 |
| Pettersson, Lars / Flener, Esra Bayoglu / Sundquist, Håkan | Design of Soil–Steel Composite Bridges | 159-172 |
| Rodriguez, Jose Duro / Torralba Bozzano, Eduardo / del Cuvillo Martínez-Ridruejo, Álvaro | Design of the Digester Tanks of the Atotonilco Water Treatment Plant in Mexico | 203-207 |
| Mano, Toshihisa / Mangerig, Ingbert | Determination of Tensile Capacity of Elastomeric Bearings | 134-140 |
| Akkermann, Jan / Hewener, Alexander / Constantinescu, Dan | Djamaâ El Djazaïr—The Great Mosque of Algeria | 224-229 |
| Gervásio, H. / Simões da Silva, L. / Perdigão, V. / Orcesi, A. / Andersen, R. | Influence of Maintenance Strategies on the Life Cycle Performance of Composite Highway Bridges | 184-196 |
| Beade Pereda, Héctor / Capellán Miguel, Guillermo / Bezzina, Alex / Buttigieg, Jonathan / Dominguez, Pablo Alfonso / García Pérez, Marianela | A New Footbridge in Valletta Grand Harbour to Fill A Geometric and Historic Gap, Malta | 213-217 |
| Thomsen, Kjeld | Odin's Bridge—Europe's Longest Twin Swing Bridge, Denmark | 208-212 |
| Mukhopadhyay, Tanmoy / Dey, Tushar Kanti / Dey, Sudip / Chakrabarti, Anupam | Optimisation of Fibre-Reinforced Polymer Web Core Bridge Deck—A Hybrid Approach | 173-183 |
| Winkler, Jan / Georgakis, Christos / Fischer, Gregor / Wood, Sharon / Ghannoum, Wassim | Structural Response of a Multi-Strand Stay Cable to Cyclic Bending Load | 141-150 |
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