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TALL GUYED TOWER RESPONSE TO WIND LOADING.VELLOZZI JW.1977; IN: INT. CONF. WIND EFFECTS ON BUILD. AND STRUCT. 4. PROC.; HEATHROW; 1975; CAMBRIDGE; CAMBRIDGE UNIV. PRESS; DA. 1977; PP. 735-757 (12P.); BIBL. 9 REF.Conference Paper

GUYED TOWER OPTIMIZATION.BELL LC; BROWN DM.1976; COMPUTERS AND STRUCT.; G.B.; DA. 1976; VOL. 6; NO 6; PP. 447-450; BIBL. 8 REF.Article

EINE ANALYSE DER ELEKTRISCHEN GEGEBENHEITEN BEI DER VERWENDUNG VON KUNSTSTOFFSEILEN ZUM ABSPANNEN VON MASTEN = ANALYSE DES DONNEES ELECTRIQUES RELATIVES A L'EMPLOI DE CABLES EN MATIERES SYNTHETIQUES POUR HAUBANNER DES MATSGREGORAC L.1981; RUNDFUNKTECH. MITT.; ISSN 0035-9890; DEU; DA. 1981; VOL. 25; NO 5; PP. 201-212; ABS. ENG/FRE; BIBL. 11 REF.Article

MODIFICATION DE LA TRACTION LONGITUDINALE PAR UNE CHARGE TRANSVERSALE D'UN SYSTEME DE HAUBANS A DOUBLE MEMBRUREVOEVODIN AA.1981; STROITEL. MEKH. RASCHET SOORUZH.; SUN; DA. 1981; NO 6; PP. 73-75; BIBL. 7 REF.Article

Aerodynamic response of guyed masts: a deterministic approach = Réponse aérodynamique des mâts haubannés: approche déterministeIANNUZZI, A.Bulletin of the International Association for Shell and Spatial Structures. 1985, Vol 26, Num 89, pp 47-59, issn 0304-3622Article

Untersuchungen zum Schwingungsverhalten eines 180 m hohen abgespannten Stahlgittermastes mit 41-m-Kragarm = Etude du comportement oscillatoire d'un mât haubané en treillis métallique de 180 m de hauteur avec un bras en porte à faux de 41 m = Study of the oscillatory behaviour of a stayed lattice steel mast 180 m high with 41 m cantileverPACHT, H; FRITSCH, H.Rundfunktechnische Mitteilungen. 1985, Vol 29, Num 1, pp 36-43, issn 0035-9890Article

Zum Ansatz von Vorspannung und Windlast bei abgespannten Masten = Détermination de la précontrainte et des charges dues au vent sur des mâts haubannés = Determination of design prestress and design loads of guyed mastsSCHEER, J; PEIL, U.Bauingenieur. 1985, Vol 60, Num 5, pp 185-190, issn 0005-6650Article

THE INFLUENCE OF TURBULENCE ON THE AEROELASTIC RESPONSES OF TALL STRUCTURES TO WINDDAVENPORT AG.1980; PRACTICAL EXPERIENCES WITH FLOW INDUCED VIBRATIONS/1979/KARLSRUHE; DEU; BERLIN: SPRINGER; DA. 1980; PP. 681-695; BIBL. 25 REF.Conference Paper

Response of guyed tower to irregular waves for linear and nonlinear behaviour of mooring cables = Réponse de tour haubannée aux vagues irrégulières pour le comportement linéaire et non linéaire de câbles d'amarrageWISHAHY, M. A; AROCKIASAMY, M.Canadian journal of civil engineering (Print). 1985, Vol 12, Num 1, pp 200-212, issn 0315-1468Article

Three-dimensional analysis of guyed logging sparsAMMESON, J. E; PYLES, M. R; LAURSEN, H. I et al.Computers & structures. 1988, Vol 29, Num 6, pp 1095-1099, issn 0045-7949Article

Zur Berechnung von Tragwerken mit Seilabspannungen insbesondere mit gekoppelten Seilabspannungen = Calcul de structures haubanées, en particulier avec haubans couplés = Calculation of guyed structures, especially with coupled cablesSCHEER, J; PEIL, U.Bauingenieur. 1984, Vol 59, Num 7, pp 273-277, issn 0005-6650Article

ANALYSE DE L'INFLUENCE DE LA PRECONTRAINTE DES MATS HAUBANNESBOBEV T.1982; GOD. VISS. INST. ARHIT. STROIT. SOFIJA; ISSN 506141; BGR; DA. 1982; VOL. 28; NO 3; PP. 45-54; ABS. RUS/ENG; BIBL. 4 REF.Article

BELEUCHTUNGS- UND ABSPANNMASTE MIT SECHSECKQUERSCHMITT AUS STAHL = LAMPADAIRES ET MATS HAUBANNES METALLIQUES A SECTION HEXAGONALESIMMANK D; HENKE HG.1980; BAUPLAN. BAUTECH.; DDR; DA. 1980; VOL. 34; NO 9; PP. 421-422; BIBL. 1 REF.Article

Optimization of tall guyed masts using genetic algorithmsBELEVICIUS, Rimantas; JATULIS, Donatas; SESOK, Dmitrij et al.Engineering structures. 2013, Vol 56, pp 239-245, issn 0141-0296, 7 p.Article

EINE SCHNELLE ABSCHAETZUNG DER SYSTEMSTABILITAET ABGESPANNTER STAKBAUMTRAEGER = ESTIMATION RAPIDE DE LA STABILITE D'ENSEMBLE D'UN MAT HAUBANEALBRECHT G.1981; STAHLBAU; ISSN 0038-9145; DEU; DA. 1981; VOL. 50; NO 10; PP. 304-307; ABS. ENG; BIBL. 4 REF.Article

CABLE STRUCTURES = STRUCTURES EN CABLESIRVINE HM.1981; ; USA; CAMBRIDGE: MIT PRESS; DA. 1981; X-270 P.; 22 CM; BIBL. DISSEM.; ISBN 0-262-09023-6Book

A NEW DEEP-WATER PLATFORM. THE GUYED TOWER.FINN LD.1978; J. PETROLEUM. TECHNOL.; U.S.A.; DA. 1978-04; VOL. 30; PP. 537-544Article

DUCKLING OF STAYED COLUMNS.TEMPLE MC.1977; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; U.S.A.; DA. 1977; VOL. 103; NO 4; PP. 839-851; BIBL. 11 REF.Article

GUY TENSION INFLUENCE ON THE STRUCTURAL BEHAVIOR OF A GUYED MASTCARRASCO LUZARDO, Abel; ELENA PARNAS, Vivian; MARTIN RODRIGUEZ, Patricia et al.Journal of the International Association for Shell and Spatial Structures. 2012, Vol 53, Num 2, pp 111-116, issn 1028-365X, 6 p.Article

STAYED COLUMN WITH INITIAL IMPERFECTION = POTEAU HAUBANNE PRESENTANT DES IMPERFECTIONS INITIALESWONG KC; TEMPLE MC.1982; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; ISSN 0044-8001; USA; DA. 1982; VOL. 108; NO ST7; PP. 1623-1640; BIBL. 9 REF.Article

POST-BUCKLING ANALYSIS OF GUYED TOWERS = CALCUL DU POST-FLAMBAGE DES TOURS A HAUBANSCHAJES A; LING D.1981; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; ISSN 0044-8001; USA; DA. 1981; VOL. 107; NO ST12; PP. 2313-2323; BIBL. 6 REF.Article

ELASTIC STABILITY OF SIMPLE GUYED TOWERS = STABILITE ELASTIQUE DE TOURS SIMPLEMENT HAUBANNEESIRVINE HM; O'SULLIVAN MJ.1979; APPL. OCEAN RES.; GBR; DA. 1979; VOL. 1; NO 4; PP. 203-207; BIBL. 7 REF.Article

STABILITY OF GUYED TOWERS = STABILITE DES TOURS HAUBANNEESCHAJES A; WEN SEN CHEN.1979; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; USA; DA. 1979; VOL. 105; NO 1; PP. 163-174; BIBL. 3 REF.Article

Calculation of guyed masts in accordance with EN 1993-3-1 standard taking into account mast shaft geometrical imperfectionsMATUSZKIEWICZ, Monika.Engineering structures. 2011, Vol 33, Num 6, pp 2044-2048, issn 0141-0296, 5 p.Article

Chaotische Taumelschwingungen abgespannter Maste = Oscillations chaotiques de mats haubannés = Chaotic oscillations of guyed mastsPETERSEN, C.Der Stahlbau. 1992, Vol 61, Num 4, pp 179-185, issn 0038-9145Article

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