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STEEL NET BRINGS NEW PRINCIPLE TO COOLING TOWER DESIGN1979; ENERGY INTERNATION.; USA; DA. 1979; VOL. 16; NO 2; PP. 13-14Article

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

DER SEILNETZKUEHLTURM SCHMEHAUSEN. = SCHMEHAUSEN CABLE COOLING TOWER = LA TOUR DE REFROIDISSEMENT A CABLE DE SCHMEHAUSENSCHLAICH J; MAYR G; WEBER P et al.1976; BAUINGENIEUR; DTSCH.; DA. 1976; VOL. 51; NO 11; PP. 401-412; BIBL. 7 REF.Article

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

MEMBRANE-SKIN AND CABLE-NET COOLING TOWERS.SCHLAICH J; MAYR G.sdIN: ASSOC. INT. PONTS CHARPENTES. CONGR. 10. RAPP. PRELIM.; TOKYO; 1976; HOENGGERBERG; ASSOC. INT. PONTS CHARPENTES; DA. S.D.; PP. 33-38; ABS. FR. ALLEM.Conference Paper

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

PHOTOGRAMMETRIC CONTROL SURVEY OF A LARGE COOLING TOWER.BOPP H; KRAUSS H; PREUSS D et al.sdIN: AM. SOC. PHOTOGRAMM. FALL TECH. MEET. PROC.; LITTLE ROCK, ARKANSAS; 1977; FALL CHURCH; AM. SOC. PHOTOGRAMM.; DA. S.D.; PP. 433-439; BIBL. 7 REF.Conference Paper

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

CONSTRUCTION AND DESIGN OF LARGE COOLING TOWERSZERNA W; MUNGAN I.1980; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; USA; DA. 1980; VOL. 106; NO 2; PP. 531-544; BIBL. 13 REF.Article

DIE BERECHNUNG VON VORGESPANNTEN SEILNETZKUEHLTUERMEN = COOLING TOWER PRESTRESSED CABLE NETWORK = LE CALCUL DES TOURS DE REFROIDISSEMENT EN RESILLE DE CABLES PRECONTRAINTSSCHARPF DW.1979; BAUINGENIEUR; DEU; DA. 1979; VOL. 54; NO 12; PP. 449-458; BIBL. 8 REF.Article

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

The cable-stayed Meiko Grand Bridges, NagoyaITO, M.Structural engineering international. 1998, Vol 8, Num 3, pp 168-171, issn 1016-8664Article

Fabrication of Akashi Kaikyo Bridge. (Part 1: Main Tower)TAMAKI, T; YAKENO, Y; WAKISAKA, Y et al.Ishikawajima-Harima Giho. 1998, Vol 38, Num 4, pp 248-254, issn 0578-7904Article

Composite construction in cable-stayed bridge towersASTIZ, M. A.Composite construction - conventional and innovative. International conference. 1997, pp 127-132, isbn 3-85748-092-4Conference Paper

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

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