Space frame optimization subject to frequency constraintsTZE HSIN WOO.AIAA journal. 1987, Vol 25, Num 10, pp 1396-1404, issn 0001-1452Article

Stability problems of membrane structures and space frames = Problèmes de stabilité des structures en membrane et des structures réticulées tridimensionnellesKOLLAR, L.Bulletin of the International Association for Shell and Spatial Structures. 1987, Num 92-93, pp 35-40, issn 0304-3622, XXVII-3/XXVIII-1Conference Paper

Effect of member snap on space truss collapseMORRIS, N. F.Journal of engineering mechanics. 1993, Vol 119, Num 4, pp 870-886, issn 0733-9399Article

Dynamic analysis of space-related linear and non-linear structuresBOSELA, P. A; SHAKER, F. J; FERTIS, D. G et al.Computers & structures. 1992, Vol 44, Num 5, pp 1145-1148, issn 0045-7949Article

Parametric studies of diagonal-on-square double layer grids = Parameterstudien ueber ebene aus Halboktaedern zusammengesetzte Raumstabwerke mit orthogonalen Stabzuegen im Ober-und Untergurt = Etudes paramétriques de grilles à double niveau du type diagonal / orthogonalSOARE, M.V.Der Stahlbau. 1999, Vol 68, Num 2, pp 165-172, issn 0038-9145Article

Deutsch chinesische Zusammenarbeit bei der Planung eines Wartungshangars fuer den Flughafen Peking = German-Chinese cooperation in designing an airplane hangar for Beijing = Coopération germano-chinoise pour le projet d'un hangar pour avions pour l'aéroport de PékinCASPER, H.J; FRANK, V.Bauingenieur. 1998, Vol 73, Num 12, pp 521-528, issn 0005-6650Article

Des bâtiments construits autour d'une structure métallique = Buildings built around a metal structureCahiers techniques du bâtiment. 1989, Num 108, pp 55-58, issn 0241-6794Article

Les quasicristaux = QuasicrystalsGRATIAS, Denis.Pour la science. 2002, Num 300, pp 162-166, issn 0153-4092, 5 p.Article

Note on dynamic response of large space structuresELISHAKOFF, I; ABRAMOVICH, H.Journal of sound and vibration. 1992, Vol 156, Num 1, pp 178-184, issn 0022-460XArticle

A note on the structure of space frame stiffness equations for iterative solution storage schemesFRIEL, R. G.Computers & structures. 1986, Vol 22, Num 6, issn 0045-7949, 1069Article

An efficient flexibility analysis of structuresKAVEH, A.Computers & structures. 1986, Vol 22, Num 6, pp 973-977, issn 0045-7949Article

Une vague en Méditerranée: à Nîmes, une structure tridimensionnelle abrite les avions de la Marine = A three-dimensional curved structure in Nîmes to house Navy aircraftFIFIS, P; TRANCHANT, C; REYNAUD, D et al.Travaux (Paris). 1995, Num 705, pp 60-67, issn 0041-1906Article

Raumfachwerke aus Rundholz = Charpente tridimensionnelle avec bois brut = Space framework made from round woodRUG, W; POÊTKE, W.Holztechnologie. 1990, Vol 31, Num 6, pp 287-290, issn 0018-3881, 4 p.Article

A distribution factor method with cubic interpolating correction for analysis of building frames = Méthode de calcul par facteurs de distribution avec correction par interpolation cubique pour l'étude des structures réticulées des bâtimentsLEUNG, A. Y. T; WONG, S. C.Microcomputers in civil engineering. 1987, Vol 2, Num 4, pp 317-324, issn 0885-9507Article

Shear deformation plate continua of large double layered space structuresMOHAMED SAMIR HEFZY; NAYFEH, A. H.International journal of solids and structures. 1986, Vol 22, Num 12, pp 1455-1469, issn 0020-7683Article

Zum Entwurf und zur Berechnung von Stabschalen = On the design and analysis of reticulated shells = Conception et calcul de coques réticuléesKNIPPERS, J; BULENDA, T; STEIN, M et al.Der Stahlbau. 1997, Num 1, pp 31-37, issn 0038-9145Article

Eulerian formulation for large-displacement analysis of space framesIZZUDDIN, B. A; ELNASHAI, A. S.Journal of engineering mechanics. 1993, Vol 119, Num 3, pp 549-569, issn 0733-9399Article

The CUBIC space frame in theory and in practiceKUBIK, L. A.Steel construction today. 1991, Vol 5, Num 2, pp 59-63, issn 0950-9216Article

Efficient optimization of space trusses = Optimisation efficace de structures réticulées tridimensionnellesHOJJAT ADELI; OSAMA KAMAL.Computers & structures. 1986, Vol 24, Num 3, pp 501-511, issn 0045-7949Article

Die Berechnung der Kleinsten Knicklast von Stabwerken unter Zugrundelegung der Theorie der Fredholm'schen Integralgleichungen 2. Art = Calculation of the smallest buckling load for space frames with Fredholm's theory of integral equations of the second kind = Calcul de la plus petite charge de flambage pour cadres spatiaux avec la théorie de Fredholm pour les équations intégrales du 2. typeUNGER, H.Der Stahlbau. 1999, Vol 68, Num 2, pp 161-164, issn 0038-9145Article

Effect of joint rigidity on buckling strength of single layer lattice domesKATO, S; MUTOH, I; SHOMURA, M et al.Bulletin of the International Association for Shell and Spatial Structures. 1994, Vol 35, Num 2, pp 101-109, issn 0304-3622Conference Paper

Dynamic response of the space station freedom due to a module perforation by a hypervelocity impactCELESTIAN, J. P; SCHONBERG, W. P.International journal of impact engineering. 1993, Vol 13, Num 2, pp 353-365, issn 0734-743XConference Paper

Image of structure = L'image d'une structureKIJIMA, Y.Bulletin of the International Association for Shell and Spatial Structures. 1992, Vol 33, Num 2, pp 121-130, issn 0304-3622Article

Worst shapes of imperfections for space trusses with many simultaneously buckling membersPEEK, R; TRIANTAFYLLIDIS, N.International journal of solids and structures. 1992, Vol 29, Num 19, pp 2385-2402, issn 0020-7683Article

A worldwide review of space structures in sports buildings = Un tour du monde sur les structures tridimensionnelles de halls sportifsMAKOWSKI, Z. S.Bulletin of the International Association for Shell and Spatial Structures. 1988, Vol XXIX-2, Num 97, pp 11-40, issn 0304-3622Article