PERFORMANCE OF PRECAST CONCRETE STRUCTURES DURING RUMANIAN EARTHQUAKE OF MARCH 4, 1977.FINTEL M.1977; J. PRESTRES. CONCR. INST.; U.S.A.; DA. 1977; VOL. 22; NO 2; PP. 10-15Article

DUCTILE SHEAR WALLS IN EARTHQUAKE RESISTANT MULTISTORY BUILDINGSFINTEL M.1974; J. AMER. CONCR. INST.; U.S.A.; DA. 1974; VOL. 71; NO 6; PP. 296-305; BIBL. 9 REF.Article

EXPLICIT INELASTIC DYNAMIC DESIGN PROCEDURE FOR ASEISMIC STRUCTURES = METHODE DE CALCUL DYNAMIQUE NON ELASTIQUE FORMELLE POUR LES CONSTRUCTIONS PARASISMIQUESFINTEL M; GHOSH SK.1982; J. AM. CONCR. INST.; ISSN 0002-8061; USA; DA. 1982; VOL. 79; NO 2; PP. 110-118; BIBL. 33 REF.Article

APPLICATION OF INELASTIC RESPONSE HISTORY ANALYSIS IN THE ASEISMIC DESIGN OF A 31-STAREY FRAME-WALL BUILDING = APPLICATION DE L'ANALYSE DU DEROULEMENT DANS LE TEMPS DE LA REPONSE INELASTIQUE DANS LE CALCUL PARASISMIQUE D'UN BATIMENT A OSSATURE DE 31 ETAGESFINTEL M; GHOSH SK.1981; EARTKQU. ENG. STRUCT. DYN.; ISSN 0375-6297; GBR; DA. 1981; VOL. 9; NO 6; PP. 543-556; BIBL. 17 REF.Article

PHILOSOPHY OF STRUCTURAL INTEGRITY OF MULTISTORY LOAD-BEARING CONCRETE MASONRY STRUCTURES = CONSIDERATIONS RELATIVES A LA STABILITE GENERALE DES STRUCTURES A ETAGES EN AGGLOMEREES DE BETON SOUMISES A DES CHARGESFINTEL M; ANNAMALAI G.1979; CONCR. INT. DESIGN CONSTR.; USA; DA. 1979; VOL. 1; NO 5; PP. 27-35; BIBL. 17 REF.Article

Observations on the performance of buildings with shear walls in earthquakes of the last thirty yearsFINTEL, M.Regional European seminar on earthquake engineering. 1994, pp 3-28Conference Paper

STRUCTURAL DESIGN FOR PROTECTION OF CRUCIAL MEMBERS AGAINST EARTHQUAKE DAMAGE = CALCUL DE STRUCTURE POUR LA PROTECTION DES MEMBRURES CRITIQUES CONTRE LES DOMMAGES DUS AUX SEISMESFINTEL M; GHOSH SK.1982; STRUCTURAL ENGINEERING PRACTICE; ISSN 512494; USA; DA. 1982; VOL. 1; NO 1; PP. 21-31; BIBL. 8 REF.Article

EFFECTS OF SECTIONAL SHAPE ON THE STRENGTH AND DUCTILITY OF SLENDER STRUCTURAL WALLS IN EARTHQUAKE-RESISTANT MULTISTORY BUILDINGS.GHOSH SK; FINTEL M.1976; IN: INT. SYMP. EARTHQUAKE STRUCT. ENG. PROC.; ST. LOUIS, MO.; 1976; ROLLA, MO.; UNIV. MISSOURI-ROLLA; DA. 1976; VOL. 2; PP. 1181-1193; BIBL. 2 REF.Conference Paper

Performance of precast and prestressed concrete in Mexico earthquake = Performance du béton préfabriqué et précontraint lors du tremblement de terre au MexiqueFINTEL, M.Journal - Prestressed Concrete Institute. 1986, Vol 31, Num 1, pp 18-42, issn 0032-793XArticle

ECONOMICS OF LONG-SPAN CONCRETE SLAB SYSTEMS FOR OFFICE BUILDINGS. A SURVEY = L'ASPECT ECONOMIQUE DE L'UTILISATION DES DALLES EN BETON A LONGUE PORTEE DANS LES IMMEUBLES DE BUREAU. UNE ENQUETEFINTEL M; GHOSH SK.1983; CONCR. INT.: DES. CONSTR.; ISSN 0162-4075; USA; DA. 1983; VOL. 5; NO 2; PP. 21-34; BIBL. 2 REF.Article

THE STRUCTURAL FUSE: AN INELASTIC APPROACH TO SEISMIC DESIGN OF BUILDINGS = PRINCIPE DU "STRUCTURAL FUSE": L'INELASTICITE APPLIQUEE AU CALCUL PARASISMIQUE DES CONSTRUCTIONSFINTEL M; GHOSH SK.1981; CIV. ENGNG; USA; DA. 1981; VOL. 51; NO 1; PP. 48-51; BIBL. 4 REF.Article

WALL-FLOOR CONNECTIONS IN LARGE-PANEL BUILDINGS = CONNEXION MUR-PLANCHER DANS DES CONSTRUCTIONS PAR GRANDS PANNEAUXMOHAMMAD IQBAL; FINTEL M.1979; MECHANICAL & INSULATING PROPERTIES OF POINTS OF PRECASTS REINFORCED CONCRETE ELEMENTS. RILEM-CEB-CIB. SYMPOSIUM/1978/ATHENES; GRC; DA. 1979; VOL. 1; PP. 283-295; ABS. FRE; BIBL. 12 REF.Conference Paper

CASE STUDY OF EFFECTS OF POST-TENSIONING THE BEAMS IN A 45-STORY BUILDING. = ETUDE DE CAS DES EFFETS DE LA PRECONTRAINTE PAR POST TENSION DE POUTRES DANS UN BATIMENT DE 45 ETAGESFINTEL M; GHOSH SK.1978; J. AMER. CONCR. INST.; U.S.A.; DA. 1978; VOL. 75; NO 5; PP. 184-191; BIBL. 3 REF.Article

INELASTIC SEISMIC RESPONSE OF ISOLATED STRUCTURAL WALLS.FRESKAKIS GN; DERECHO AT; FINTEL M et al.1976; IN: INT. SYMP. EARTHQUAKE STRUCT. ENG. PROC.; ST. LOUIS, MO.; 1976; ROLLA, MO.; UNIV. MISSOURI-ROLLA; DA. 1976; VOL. 2; PP. 1165-1180; BIBL. 8 REF.Conference Paper

A STUDY OF THE EFFECT OF THE FREQUENCY CHARACTERISTICS OF GROUND MOTIONS ON NONLINEAR STRUCTURAL RESPONSE.DERECHO AT; FRESKAKIS GN; FINTEL M et al.1976; IN: INT. SYMP. EARTHQUAKE STRUCT. ENG. PROC.; ST. LOUIS, MO.; 1976; ROLLA, MO.; UNIV. MISSOURI-ROLLA; DA. 1976; VOL. 1; PP. 21-36; BIBL. 8 REF.Conference Paper

STRENGTH, STIFFNESS, AND DUCTILITY REQUIRED IN REINFORCED CONCRETE STRUCTURAL WALLS FOR EARTHQUAKE RESISTANCE = RESISTANCE, RIGIDITE ET DUCTILITE NECESSAIRES AUX MURS EN BETON ARME POUR RESISTER AUX SEISMESGHOSH SK; IQBAL M; FINTEL M et al.1979; J. AMER. CONCR. INST.; USA; DA. 1979; VOL. 76; NO 8; PP. 875-896; BIBL. 14 REF.Conference Paper

High rise design: accounting for column length changes = Explication des modifications de la longueur des poteaux dans les constructions élevéesFINTEL, M; GHOSH, S. K.Civil engineering ASCE. 1984, Vol 54, Num 4, pp 55-59, issn 0360-0556Article

TESTS OF CANTILEVER ACTION IN DAMAGED LARGE PANEL STRUCTURES.HANSON NW; RUSSEL HG; CORLEY WG et al.sdIN: ASSOC. INT. PONTS CHARPENTES. CONGR. 10. RAPP. PRELIM.; TOKYO; 1976; HOENGGERBERG; ASSOC. INT. PONTS CHARPENTES; DA. S.D.; PP. 511-516; ABS. FR. ALLEM.; BIBL. 3 REF.Conference Paper

Analytical investigation of effects of twisted reinforcement cage in a 60 ft long pier = Etude analytique des effets d'une cage d'armature gauche dans une pile de 60 pieds de hautFINTEL, M; GHOSH, S. K.Concrete international. 1984, Vol 6, Num 9, pp 21-24, issn 0162-4075Article

Distress due to nen camber in a long-span roof of a parking garage = Détérioration d'un parc de stationnement par des cambrures causées par la radiation directe du soleilFINTEL, M; GHOSH, S. K.Concrete international. 1988, Vol 10, Num 7, pp 42-50, issn 0162-4075Article

Effects of low sodium perfusion on cardiac caffeine sensitivity and calcium uptakeFINTEL, M; LANGER, G. A; DUENAS, C et al.Journal of molecular and cellular cardiology. 1984, Vol 16, Num 11, pp 1037-1045, issn 0022-2828Article