A METHOD FOR DETERMINING THE SPACING AND WIDTH OF CRACKS IN PARTIALLY PRESTRESSED CONCRETE BEAMS = METHODE POUR DETERMINER L'ESPACEMENT ET LA LARGEUR DES FISSURES DANS LES POUTRES EN BETON PARTIELLEMENT PRECONTRAINTDESAYI P.1975; INSTIT. CIV. ENGRS, PROC.; G.B.; DA. 1975; VOL. 59; NO 2; PP. 411-428; BIBL. 6REF.Article

DEFLECTIONS OF REINFORCED CONCRETE GRIDS = DEFORMATIONS DE POUTRES CROISEES EN BETON ARMEDESAYI P; MURALIDHARAN K.1974; MATER. ET CONSTR.; FR.; DA. 1974; VOL. 7; NO 41; PP. 315-318; ABS. FR.; BIBL. 9 REF.Article

TENSILE STRENGTH OF CEMENT MORTAR AND CONCRETE FROM A NEW INDIRECT TENSION TEST = RESISTANCE A LA TRACTION DU MORTIER DE CIMENT ET DE BETON A PARTIR DE NOUVEAU ESSAI DE TRACTION INDIRECTDESAYI P; VEERAPPAN M.1974; J. INST. ENGRS (INDIA), CIV. ENGNG DIV.; INDIA; DA. 1974; VOL. 55; NO 2; PP. 55-57; BIBL. 4 REF.Article

DETERMINATION OF MAXIMUM CRACK WIDTH IN TWO-WAY REINFORCED CONCRETE SLABSDESAYI P; KULKARNI AB.1976; INSTIT. CIV. ENGRS, PROC.; G.B.; DA. 1976; VOL. 61; NO 2; PP. 343-349; BIBL. 5REF.Article

EFFECT OF CERTAIN PARAMETERS ON THE STRENGTH AND DEFLECTION OF REINFORCED CONCRETE RECTANGULAR SLABS WITH FIXED EDGES = EFFET DE CERTAINS PARAMETRES SUR LA RESISTANCE ET LA DEFLEXION DE DALLES RECTANGULAIRES EN BETON ARME AVEC COINS FIXESDESAYI P; KULKARNI AB.1979; J. INSTIT. ENGRS (INDIA), CIV. ENGNG DIV.; IND; DA. 1979; VOL. 59; NO 6; PP. 403-406; BIBL. 6 REF.Article

LOAD-DEFLECTION BEHAVIOUR OF SIMPLY SUPPORTED RECTANGULAR REINFORCED CONCRETE SLABS.DESAYI P; KULKARNI AB.1978; I.A.B.S.E. PROC.; SWITZ.; DA. 1978; NO 11; PP. 1-16; ABS. FR. ALLEM.; BIBL. 9 REF.Serial Issue

SOME STUDIES ON FERROCEMENT ROOFING ELEMENTS = QUELQUES ETUDES SUR LES ELEMENTS DE TOITURE EN FERROCIMENTDESAYI P; VISWANATHA CS; KANAPPAN S et al.1982; J. FERROCEM.; ISSN 0125-1759; THA; DA. 1982; VOL. 12; NO 3; PP. 273-288; BIBL. 13 REF.Article

FERROCEMENT PRECAST ELEMENTS FOR ROOFING OF LOW-COST HOUSING = ELEMENTS PREFABRIQUES EN FERROCIMENT POUR LA TOITURE D'HABITATION A BAS PRIXDESAYI P; VISWANATHAN CS; HUBLI GK et al.1983; JOURNAL OF FERROCEMENT; ISSN 0125-1759; THA; DA. 1983; VOL. 13; NO 1; PP. 19-29; BIBL. 5 REF.Article

Ultimate strength of RC wall panels in one-way in-plane action = Résistance limite des panneaux muraux sous action des charges situées dans le même planSAHEB, S. M; DESAYI, P.Journal of structural engineering (New York, NY). 1989, Vol 115, Num 10, pp 2617-2630, issn 0733-9445Article

An investigation on spacing of cracks and maximum crackwidth in reinforced concrete flexural members = Etude de l'espacement des fissures et de leur largeur maximale dans des éléments de béton armé travaillant en flexionDESAYI, P; GANESAN, N.Matériaux et constructions. 1985, Num 104, pp 123-133, issn 0025-5432Article

STRESS-STRAIN CHARACTERISTICS OF CONCRETE CONFINED IN STEEL SPIRALS UNDER REPEATED LOADING = CARACTERISTIQUES DE CONTRAINTE-DEFORMATION SOUS CHARGE REPETEE DU BETON CONFINE DANS UNE HELICE D'ACIERDESAYI P; SUNDARA RAJA LYENGAR KT; SANJEEVA REDDY T et al.1979; MATER. ET CONSTR.; FRA; DA. 1979; VOL. 12; NO 71; PP. 375-383; ABS. FRE; BIBL. 5 REF.Article

Ultimate strength of RC wall panels with operings = Résistance ultime de panneaux à ouvertures en béton armé pour mursSAHEB, S. M; DESAYI, P.Journal of structural engineering (New York, NY). 1990, Vol 116, Num 6, pp 1565-1578, issn 0733-9445, 14 p.Article

Probabilistic analysis of cracking moment of reinforced concrete beams = Analyse probabiliste du moment de fissuration de poutres en béton arméDESAYI, P; RAO, K. B.ACI structural journal. 1989, Vol 86, Num 3, pp 235-241, issn 0889-3241, 7 p.Article

Probabilistic analysis of the cracking of RC beams = Analyse probabiliste de la fissuration des poutres en Béton ArméDESAYI, P; BALAJI RAO, K.Matériaux et constructions. 1987, Vol 20, Num 120, pp 408-417, issn 0025-5432Article

Reliability of reinforced concrete beams in limit state of cracking-failure rate analysis approach = Fiabilité des poutres en béton armé, en état limite de rupture-fissuration, approche analytique du pourcentageDESAYI, P; RAO, B. K.Matériaux et constructions. 1989, Vol 22, Num 130, pp 269-279, issn 0025-5432Article

Prediction of spacing and maximum width of cracks in ferrocement built-up I-joints = Prévision de l'espacement et de la largeur maximale des fissures dans des poutres composées en ferrocimentDESAYI, P; GANESAN, N.Journal of Ferrocement. 1987, Vol 17, Num 2, pp 117-130, issn 0125-1759Article

Punching shear strength of flat slab corner column connections. Part 2. Fibre-reinforced concrete connectionsDESAYI, P; SESHADRI, H. K.Proceedings of the Institution of Civil Engineers. Structures and buildings. 1997, Vol 122, Num 1, pp 21-26, issn 0965-0911Article

Markov chain model for cracking behaviour of reinforced concrete beams = Modèle de la chaîne de Markov pour simuler le comportement à la fissuration des poutres en béton arméDESAYI, P; RAO, K. B.Journal of structural engineering (New York, NY). 1989, Vol 115, Num 9, pp 2129-2144, issn 0733-9445Article

Probabilistic analysis of tensile strength of ferrocement = Analyse probabiliste de la résistance à la traction des ferrocimentsDESAYI, P; ROAT, B. K.International journal of cement composites and lightweight concrete. 1988, Vol 10, Num 1, pp 15-25, issn 0262-5075Article

DEFLECTIONS OF REINFORCED CONCRETE BEAMS WITH CONFINED COMPRESSION ZONESRAJA IYENGAR KIS; DESAYI P; NAGI REDDY K et al.1974; IN: SYMP. DEFLECTIONS CONCR. STRUCT.; SAN FRANCISCO, CALIF.; 1974; DETROIT; AM. CONCR. INST.; DA. 1974; PP. 279-294; BIBL. 8 REF.Conference Paper

Control of deflections of simply supported reinforced concrete circular slabsDESAYI, P; MUTHU, K. U; VISHWANATH, B et al.Journal of the Institution of Engineers. India. Civil Engineering Division. 1996, Vol 77, Num MAI, pp 1-6, issn 0020-336XArticle