BREVET 2.140.381 (B) (7213283). 14 AVRIL 1972. LAMINOIR A FROID DOUBLE A PAS DE PELERINsdPatent

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KUEHLTURMSCHALEN MIT VERSTEIFUNGEN IN RING- UND MERIDIAN RICHTUNG. = COOLING TOWER SHELLS WITH ANNULAR AND MERIDIAN STIFFENING = ENVELOPPES DE TOURS DE REFRIGERATION AVEC ENTRETOISE ANNULAIRES ET MERIDIENSLEHMKAMPER O.1977; KINSTR. INGR-BAU-BER.; DTSCH.; DA. 1977; NO 29-30; PP. 97-102; ABS. ANGL.; BIBL. 5 REF.; (KUEHLTURM SYMP. THEOR. KONSTR. BANANSFUEHR; BOCHUM; 1977)Conference Paper

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BREVET 2.363.774 (A1) (76 33297). - 4 NOVEMBRE 1976. DISPOSITIF D'ENTRETOISEMENT D'ELEMENTS CYLINDRIQUES PARALLELES.sdPatent

Behavior of a braced structure for excavation under asymmetrical lateral loadKAZAMA, S.International Symposium on Geotechnical Aspects of underground construction in soft ground - IS-Tokyo'99. 2000, pp 531-536, isbn 90-5809-106-6Conference Paper