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Results 1 to 25 of 275

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Numerical buckling analysis of geometrically imperfect glass panels under biaxial in-plane compressive/tensile loadsBEDON, Chiara; AMADIO, Claudio.Engineering structures. 2014, Vol 60, pp 165-176, issn 0141-0296, 12 p.Article

Plate-impact loading of cellular structures formed by selective laser meltingWINTER, R. E; COTTON, M; HARRIS, E. J et al.Transactions on the built environment. 2013, Vol v. 126, pp 145-156, issn 1746-4498, isbn 978-1-8456-4612-7, 1Vol, 12 p.Conference Paper

On the multi-scale computation of un-bonded flexible risersBAHTUI, A; ALFANO, G; BAHAI, H et al.Engineering structures. 2010, Vol 32, Num 8, pp 2287-2299, issn 0141-0296, 13 p.Article

Benefit analysis on replacing in situ concreting with precast slabs for temporary construction works in pursuing sustainable construction practiceSHEN, Li-Yin; TAM, Vivian Wing-Yan; LI, Chao-Yang et al.Resources, conservation and recycling. 2009, Vol 53, Num 3, pp 145-148, issn 0921-3449, 4 p.Article

Structural use of adhesives for the construction of frameless glass shellsBLANDINI, Lucio.International journal of adhesion and adhesives. 2007, Vol 27, Num 6, pp 499-504, issn 0143-7496, 6 p.Article

Cuisine et architecture = New recipes for architectureMAGROU, R.Techniques et architecture (Paris). 2004, Num 472, pp 46-53, issn 0373-0719, 8 p.Article

The wind-induced vibration control of feed supporting system for large spherical radio telescope using electrorheological damperSU, Y. X; DUAN, B. Y; WEI, Q et al.Mechatronics (Oxford). 2003, Vol 13, Num 2, pp 95-110, issn 0957-4158, 16 p.Article

The tensegrity arch at TorVergata: A gateway to the university campus and a full-scale experimental facilityPODIO-GUIDUGLI, Paolo.Revue française de génie civil. 2003, Vol 7, Num 3, pp 267-273, issn 1279-5119, 7 p.Conference Paper

Bases d'un modèle numérique de pliage/dépliage de systèmes de tenségrité = Basis for a numerical tensegrity system folding modelLE SAUX, Cédric; CEVAER, Franck; MOTRO, René et al.Revue française de génie civil. 2003, Vol 7, Num 3, pp 357-375, issn 1279-5119, 19 p.Conference Paper

L'autocontrainte dans les systèmes de tenségrité = Self-stress in tensegrity systemsKAZI-AOUAL, Nadjib; QUIRANT, Jérome; LAPORTE, Roland et al.Revue française de génie civil. 2003, Vol 7, Num 3, pp 343-355, issn 1279-5119, 13 p.Conference Paper

Comparisons of concrete-encased composite column strength provisions of ACI code and AISC specificationWENG, C. C; YEN, S. I.Engineering structures. 2002, Vol 24, Num 1, pp 59-72, issn 0141-0296Article

Nonlinear analysis and optimum design of cable domesYUAN, X. F; DONG, S. L.Engineering structures. 2002, Vol 24, Num 7, pp 965-977, issn 0141-0296Conference Paper

A mutual energy formulation for optimal structural designTAYLOR, J. E; BENDSØE, M. P.Structural and multidisciplinary optimization (Print). 2001, Vol 22, Num 2, pp 95-101, issn 1615-147XArticle

Structures textiles : prévoir leur maintenance dès la conception = Textile structures : taking maintenance into account at the design stageCahiers techniques du bâtiment. 2001, Num 214, pp 30-32, issn 0241-6794Article

Polyhedric space structures using reciprocally supported elements of various cross-sectionsRIZZUTO, J. P; SAIDANI, M; CHILTON, J. C et al.Journal of the International Association for Shell and Spatial Structures. 2001, Vol 42, Num 3, pp 149-159, issn 1028-365XArticle

MARAS III : mobile and rapidly assembled structures (Madrid, 21-23 June 2000)Escrig, F; Brebbia, C.A.International conference on mobile and rapidly assembled structures. 2000, isbn 1-85312-817-1, 205 p., isbn 1-85312-817-1Conference Proceedings

The use of Principal Components analysis in monitoring actions in mobile structuresGOLLEY, B. W; HUGHES, B. B; SNEDDON, J et al.International conference on mobile and rapidly assembled structures. 2000, pp 131-140, isbn 1-85312-817-1Conference Paper

Tragstrukturen aus Glas am Beispiel einer Ganzglastonne. Schalenkonstruktion ohne tragende Stahlunterkonstruktion am Maximilianmuseum in Augsburg = All glass barrel-shaped structure. A shell structure without supporting steel at the Maximilianmuseum in Augsburg = Une structure en tonneau entièrement en verre. Une coque sans support en acier dans le Maximilianmuseum à AugsburgLUDWIG, J.J; WEILER, H.-U.Bautechnik (Berlin, 1984). 2000, Vol 77, Num 4, pp 246-249, issn 0932-8351Article

Non-linear cable response to multiple support periodic excitationEL-ATTAR, M; GHOBARAH, A; AZIZ, T. S et al.Engineering structures. 2000, Vol 22, Num 10, pp 1301-1312, issn 0141-0296Article

Low velocity impact resistance of laminated architectural glassFLOCKER, F. W; DHARANI, L. R.Journal of architectural engineering. 1998, Vol 4, Num 1, pp 12-17, issn 1076-0431Article

New millenium... New materialsFORMER, N.Concrete engineering international. 1998, Vol 2, Num 8, pp 29-31, issn 1460-5856Article

Structural faults and repairMCCANN, D. M.NDT & E international. 1998, Vol 31, Num 6, issn 0963-8695, 59 p.Serial Issue

Mechanische Grundlagen der Bemessung tragender Bauteile aus Glas = Mechanical principles for the design of structural glass elements = Principes de calculs d'éléments porteurs en verreGÜSGEN, J; SEDLACEK, G; BLANK, K et al.Der Stahlbau. 1998, Vol 67, Num 4, pp 281-292, issn 0038-9145Article

Zum Stabilitätsverhalten tonnenförmiger Stabschaften = Stability behaviour of barrel vaults = Stabilité de voûtes cylindriquesKNIPPERS, J.Der Stahlbau. 1998, Vol 67, Num 4, pp 298-306, issn 0038-9145Article

An analysis of the icing of test cablesDRUEZ, J; MCCOMBER, P.Canadian journal of civil engineering (Print). 1997, Vol 24, Num 4, pp 637-648, issn 0315-1468Article

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