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FEDERAL RESERVE BANK. FIRE IN EXPOSED URETHANE INSULATION IN BUILDING UNDER CONSTRUCTION, BOSTON, MASSACHUSETTS.PAUL GH; CLOUGHERTY EV; LATHROP JK et al.1977; FIRE J.; U.S.A.; DA. 1977; VOL. 71; NO 4; PP. 33-55 (5P.)Article

LARGE SCALE DYNAMIC SHAKING OF AN ELEVEN-STORY RC BUILDING.GALAMBOS T; MAYES R.1977; IN: ADV. CIV. ENG. THROUGH ENG. MECH. ANNU. SPEECH CONF. 2. PROC.; RALEIGH, N.C.; 1977; NEW YORK; AMER. SOC. CIV. ENG.; DA. 1977; PP. 310-311Conference Paper

CARACTERISTIQUES DE CONCEPTION DES BATIMENTS A OSSATURE INTERNEAJZIK BI; YANKO A EH.1977; BETON I ZHELEZOBETON; S.S.S.R.; DA. 1977; NO 4; PP. 25-27; BIBL. 2 REF.Article

KOMBINOVANY LANOVY VYTAH PRE VYSTAVBU VYSKOVYCH OBJEKTOV-SF 2000 = APPAREIL DE LEVAGE A CABLE POUR LA CONSTRUCTION DE HAUTE STRUCTURE SF 2000KOVAC J.1980; INZ. STAVBY MECHANIZACE; CSK; DA. 1980; VOL. 28; NO 7; PP. 98-102; ABS. RUS/ENG/GER; BIBL. 5 REF.Article

FUNKTIONELLE OPTIMIERUNG EIN- UND MEHRGESCHOSSIGER MEHRZWECKGEBAEUDE. = OPTIMISATION FONCTIONNELLE DES BATIMENTS DE UN ET PLUSIEURS ETAGES A USAGES MULTIPLESWEITENDORF D.1977; WEISSENSCH. Z. HOCHSCH. ARCHIT. BAUWER. WEIMAR; DTSCH.; DA. 1977; VOL. 24; NO 2; PP. 227-230; ABS. RUSSE; BIBL. 12 REF.Article

EFFECT OF A DAMPER ON THE WIND-INDUCED OSCILLATIONS OF A TALL MASTETKIN B; HANSEN JS.1982; UTIAS REP.; ISSN 0082-5255; CAN; DA. 1982; NO 257; 31 P.; H.T. 6; BIBL. 7 REF.Serial Issue

EIN FINITE-ELEMENTE-ANSATZ ZUR BERECHNUNG VON GESCHOSSBAUTEN = UTILISATION DE LA METHODE DES ELEMENTS FINIS POUR LE CALCUL DE BATIMENTS A ETAGESFRANKE W.1982; WISS. Z. HOCHSCH. ARCHIT. BAUWES. WEIMAR; ISSN 0509-9773; DDR; DA. 1982; VOL. 28; NO 2; PP. 137-140Article

LA GESTION TECHNIQUE CENTRALISEE DES GRANDS IMMEUBLESNARCONTI JC.1982; TECH. MOD.; ISSN 0040-1250; FRA; DA. 1982; VOL. 74; NO 1-2; PP. 19-23Article

STOCHASTISCHE WIRKUNG VON WINDBELASTUNG AUF HOCHHAUESER = L'ACTION STOCHASTIQUE DE LA POUSSEE DU VENT SUR LES IMMEUBLES DE GRANDE HAUTEURPHAM KHAC HUNG.1982; WISS. Z. HOCCHSCH. ARCHITEKTUR BAUWES. WEIMAR; ISSN 0509-9773; DDR; DA. 1982; VOL. 28; NO 1; PP. 95-98; BIBL. 5 REF.Article

PROTECTION CONTRE LA CORROSION ET L'USURE D'UNE ARMATURE DE CABLES SOUS TENSIONOSTROVSKAYA TK; MERZLYAKOV YU A; POPLEVIN VI et al.1981; NEFTEPERERAB. NEFTEHIM., (MOSK.); ISSN 0028-1190; SUN; DA. 1981; NO 5; PP. 23-25Article

STABILITE DES INSTALLATIONS EN FORME DE TOUR LORS DES SEISMES INTENSESSINYASHCHEK MN; CHIRKOV VP.1981; MASINOVEDENIE; ISSN 0025-4576; SUN; DA. 1981; NO 6; PP. 24-27; BIBL. 7 REF.Article

CONCRETE DETERIORATION AND REPAIR = DETERIORATION DU BETON ET REPARATIONO'BRIEN TP.1980; INSTIT. CIV. ENGRS, PROC.; GBR; DA. 1980-08; VOL. 68; PART. 1; PP. 399-408; BIBL. 6 REF.Article

REINFORCED CONCRETE COLUMNS IN A MULTISTOREY STRUCTURE = LES POTEAUX EN BETON ARME DANS UNE STRUCTURE A PLUSIEURS ETAGESDATTA OP; AGGARWAL SL.1979; INDIAN CONCR. J.; IND; DA. 1979; VOL. 53; NO 2; PP. 42-49; (7 P.); BIBL. 6 REF.Article

OSSATURES METALLIQUES A CADRES DE BATIMENTS A PLUSIEURS ETAGES, A RESISTANCE ANTI-SEISME ACCRUEMAKSIMOV YU S; OSTRIKOV GM; BIRYULEV VV et al.1979; IZVEST. VYSSH. UCHEBN. ZAVED., STROITELL. ARKHIT.; SUN; DA. 1979; NO 4; PP. 11-17; BIBL. 18 REF.Article

KARYPLUMMET, A VERTICAL REFERENCE LINE = KARYPLUMMET UNE LIGNE DE REFERENCE VERTICALERYLANCE KA.1982; SURV. REV.-DIR. OVERS. SURV.; ISSN 0039-6265; GBR; DA. 1982; VOL. 26; NO 204; PP. 295-298; BIBL. 4 REF.Article

THE USE OF POLYMER SOLUTIONS IN THE COLUMN JOINTS OF FRAMES OF MULTISTORY BUILDINGS = L'UTILISATION DE SOLUTIONS DE POLYMERE DANS LES POINTS DE POTEAUX D'OSSATURES DE BATIMENTS A PLUSIEURS ETAGESPATUROEV VV; VOLGUSHEV AN; MATKOV NG et al.1982; DEV. CIV. ENG.; ISSN 0167-6288; NLD; DA. 1982; VOL. 5; PP. 419-422; BIBL. 2 REF.Conference Paper

CALCUL DE LA FLEXION GLOBALE DE SILOS DE GRANDE HAUTEURZHDAKHIN LP; STETYUKHA GV.1982; IZV. VYSS. UCEBN. ZAVED., STROIT. ARHIT.; ISSN 0536-1052; SUN; DA. 1982; NO 1; PP. 5-8; BIBL. 6 REF.Article

INFLUENCE DE L'AMORTISSEMENT DES OSCILLATIONS SUR LA DUREE DE VIE DES HAUTES CONSTRUCTIONS FLEXIBLES EN ACIERKORENEV BG; MIKITARENKO MA.1982; STROIT. MEH. RASCET SOORUZ.; ISSN 509078; SUN; DA. 1982; NO 4; PP. 33-36; BIBL. 4 REF.Article

DOS REALIZACIONES PREFABRICADAS EN BOLONIA, ITALIA = DEUX REALISATIONS PREFABRIQUEES A BOLOGNE, ITALIE1981; INFORM. CONSTR.; ESP; DA. 1981; NO 329; PP. 33-39Article

STABILITY AND UPPER BOUND TO THE RESPONSE OF TALL STRUCTURES TO EARTHQUAKE SUPPORT MOTIONAHMADI G; MOSTAGHEL N.1980; J. STRUCT. MECH.; ISSN 0360-1218; USA; DA. 1980; VOL. 8; NO 2; PP. 151-159; BIBL. 30 REF.Article

AUTOMATISATION DE L'ELABORATION DU CHOIX DE GRUES DE MONTAGE POUR BATIMENTS ELEVES A ETAGESOBOLONIN AI; RUTGAJZER EM; MANDEL'SHTAM VM et al.1979; IZVEST. VYSSH. UCHEBN. ZAVED., STROITEL. ARKHIT.; SUN; DA. 1979; NO 5; PP. 92-97; BIBL. 6 REF.Article

ANALYSE DE SOLUTIONS SPATIALES-PLANES DE BATIMENTS INDUSTRIELS A GRAND NOMBRE D'ETAGESGORSHKOV VV; SHIFRINA VA; LUNEVA TP et al.1978; PROMYSHL. STROITEL.; SUN; DA. 1978; NO 11; PP. 27-30Article

BUILDING DESIGN USING FEEDFORWARD NON-SERIAL DYNAMIC PROGRAMMING.GERO JS; SHEEHAN PJ; BECKER JM et al.1978; ENGNG OPTIMIZ.; GBR; DA. 1978; VOL. 3; NO 4; PP. 183-192; BIBL. 8 REF.Article

LATERAL LOAD EQUIVALENT FRAME.ALLEN F; DARVALL P.1977; J. AMER. CONCR. INST.; U.S.A.; DA. 1977; VOL. 74; NO 7; PP. 294-299; BIBL. 15 REF.Article

FOUNDATION PROBLEMS IN LIMESTONE AREAS: A CASE STUDY IN KUALA LUMPUR, MALAYSIA = PROBLEMES DE FONDATION, DANS UNE ZONE CALCAIRE. ETUDE DE CAS AU KUALA LUMPUR, MALAISIEBOON KONG TAN; BATCHELOR B.1982; WEAK ROCK-SOFT, FRACTURED AND WEATHERED ROCK. INTERNATIONAL SYMPOSIUM ON WEAK ROCK/1981-09-21/TOKYO; NLD; ROTTERDAM: A.A. BALKEMA; DA. 1982; PP. 1461-1463Conference Paper

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