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kw.\*:("CABLENET TOWER")

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ERFAHRUNGEN BEIM BAU DES SEILNETZKUEHLTURMES SCHMEHAUSEN. = EXPERIENCE WITH THE CONSTRUCTION OF THE SCHMEHAUSEN CABLE COOLING TOWER = EXPERIENCES ACQUISES DANS LA CONSTRUCTION DE LA TOUR-CABLE DE SCHMEHAUSENERDMANN W.1977; V.G.B. KRAFTWERKSTECH.; DTSCH.; DA. 1977; VOL. 57; NO 3; PP. 206-215; ABS. ANGL. SUEDOIS; BIBL. 6 REF.Article

THE CABLE-NET COOLING TOWER AT SCHMEHAUSEN.LEONHART F.sdIN: ASSOC. INT. PONTS CHARPENTES. CONGR. 10. RAPP. PRELIM.; TOKYO; 1976; HONGGERBERG; ASSOC. INT. PONTS CHARPENTES; DA. S.D.; VOL. 3; PP. 29-32; ABS. FR. ALLEM.Conference Paper

BAULICHE UND WIRTSCHAFTLICHE PROBLEME GROSSER NATURZUGKUEHLER = PROBLEMS WITH CONSTRUCTION AND ECONOMY OF LARGE NATURAL DRAUGHT COOLING TOWERS = PROBLEMES POSES PAR LA CONSTRUCTION ET LA RENTABILITE DES TOURS DE REFROIDISSEMENT DE GRANDES DIMENSIONS A TIRAGE NATURELKOEPPER HD; KRAETZIG WB; ZERNA W et al.sdKRAFT-WERKE 1977. KONFERENZ/1977/COPENHAGUE; DEU; ESSEN: VGB-KRAFTWERKSTECHNIK; DA. S.D.; 293-324; BIBL. 26 REF.Conference Paper

ZUM TRAGVERHALTEN VON SEILNETZKUEHLTUERMEN UNTER AUSSERGEWOEHNLICHEN BELASTUNGEN = LOAD CAPACITY OF PRESTRESSED CABLE COOLING TOWERS = CAPACITE DE CHARGE DES TOURS DE REFROIDISSEMENT EN RESILLES DE CABLES PRECONTRAINTS SOUMISES A DES CHARGES ANORMALESNOESGEN J.1980; BAUINGENIEUR; DEU; DA. 1980; VOL. 55; NO 1; PP. 19-23; BIBL. 12 REF.Article

KONSTRUKTIVE PROBLEME BEIM BAU VON NATURZUGKUEHLTUERMEN. = CONSTRUCTIVE PROBLEMES WITH NATURAL DRAUGHT COOLING TOWERS = PROBLEMES RELATIFS A LA CONSTRUCTION DES TOURS DE REFROIDISSEMENT A TIRAGE NATURELZERNA W.1977; V.G.B. KRAKTWERKSTECH.; DTSCH.; DA. 1977; VOL. 57; NO 6; PP. 430-434; ABS. ANGL. RV. NEERL. ITAL. RUSSE SLOVAQUE; BIBL. 5 REF.Article

PHOTOGRAMMETRISCHE VERMESSUNG DES TROCKENKUEHLTURMS SCHMEHAUSEN UND ANSCHLIESSENDE FORMKONTROLLE. = PHOTOGRAMMETRIC MEASUREMENT OF THE SCHMEHAUSEN COOLING TOWER AND CORRESPONDENT SHAPE CONTROL = MESURE PHOTOGRAMMETRIQUE DE LA TOUR DE REFROIDISSEMENT DE SCHMEHAUSEN ET CONTROLES DE FORME CORRESPONDANTSBOPP H; KRAUSS H; PREUSS HD et al.1977; BILDMESS. U. LUFTBILDWES.; DTSCH.; DA. 1977; VOL. 45; NO 3; PP. 78-81; ABS. ANGL. FR.; BIBL. 6 REF.Article

Lightning electric field characteristics of first and subsequent return strokes to a tall towerJANISCHEWSKYJ, W; SHOSTAK, V; HUSSEIN, A. M et al.IEE conference publication. 1999, pp 1.270.S6-1.274.S6, issn 0537-9989, isbn 0-85296-719-5Conference Paper

A comparison of the gust factor method and the patch load method of analysis of guyed towersSELBY, R. G; DRYBURGH, R. B.Canadian journal of civil engineering (Print). 1996, Vol 23, Num 4, pp 862-871, issn 0315-1468Article

CONSTRUCTION OF LARGE HYPERBOLOIDAL COOLING TOWERSZERNA W; MUNGAN I.sdAMERICAN SOCIETY OF CIVIL ENGINEERS CONVENTION & EXPOSITION/1979-10-16/CHICAGO; USA; S.L.: ASCE; DA. S.D.; 20 P.; BIBL. 12 REF.Conference Paper

A practical and efficient vectorial approach to consider loads on Guyed-towers' cable elements = Approche vectorielle pratique et efficace pour considérer les charges affectant les câbles de tours haubannéesBRUNEAU, M.Computers & structures. 1993, Vol 46, Num 2, pp 331-338, issn 0045-7949Article

Aesthetics of cable-stayed bridgesTANG, Man-Chung.Transportation research record. 2000, Num 1696, pp 34-43, issn 0361-1981, 2Conference Paper

A study of operating conditions of lightning arresters installed on overhead line towersKADOMSKAJA, K. P; REICHERDT, A. A.IEE conference publication. 1999, pp 2.337.P1-2.240.P1, issn 0537-9989, isbn 0-85296-719-5Conference Paper

Flashover analyses of 500KV transmission towers with nonlinear and capacitive grounding impedance modelHARA, T; YASUDA, Y; HIRAKAWA, Y et al.IEE conference publication. 1999, pp 2.292.S15-2.295.S15, issn 0537-9989, isbn 0-85296-719-5Conference Paper

Modeling, loading, and preliminary design considerations for tall guyed towersGANTES, C; KHOURY, R; CONNOR, J. J et al.Computers & structures. 1993, Vol 49, Num 5, pp 797-805, issn 0045-7949Article

China's Golden Horse: a new benchmark for cable-stayed constructionZHANG ZHE; YAN JUAN; HUANG CAILIANG et al.Proceedings of the Institution of Civil Engineers. Civil engineering. 2002, Vol 150, Num 3, pp 129-133, issn 0965-089XArticle

Numerical electromagnetic field analysis on measuring methods of tower surge impedanceBABA, Y; ISHII, M.IEEE transactions on power delivery. 1999, Vol 14, Num 2, pp 630-635, issn 0885-8977Article

Super and combinatorial harmonic response of flexible elastic cables with small sagNIELSEN, S. R. K; KIRKEGAARD, P. H.Journal of sound and vibration. 2002, Vol 251, Num 1, pp 79-102, issn 0022-460XArticle

Replacing the East Bay BridgeTANG, M.-C; MANZANAREZ, R; NADER, M et al.Civil engineering (New York, NY. 1983). 2000, Vol 70, Num 9, pp 38-43, issn 0885-7024Article

Saving the Williamsburg BridgeBARBAS, Jamey A.Civil engineering (New York, NY. 1983). 2000, Vol 70, Num 10, pp 64-67, issn 0885-7024Article

Aerodynamic behavior of long-span cable-stayed bridges = Comportement aérodynamique de ponts à haubans de grande portéeMACERI, F; BRUNO, D; LEONARDI, A et al.Microcomputers in civil engineering. 1990, Vol 5, Num 2, pp 85-94, issn 0885-9507, 10 p.Article

Joint slip in steel electric transmission towersUNGKURAPINAN, N; CHANDRAKEERTHY, S. R. De S; RAJAPAKSE, R. K. N. D et al.Engineering structures. 2003, Vol 25, Num 6, pp 779-788, issn 0141-0296, 10 p.Article

Sidney Lanier Bridge, GeorgiaTANG, Man-Chung; JANG, Dennis; LEE, Hohsing et al.Transportation research record. 2000, Num 1696, pp 49-56, issn 0361-1981, 2Conference Paper

Seismic retrofit of Vincent Thomas suspension BridgeBAKER, G; INGHAM, T; HEATHCOTE, D et al.Transportation research record. 1998, Num 1624, pp 64-72, issn 0361-1981Article

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