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AN ACCURATE APPROXIMATE FORMULA FOR THE NATURAL FREQUENCIES OF SANDWICH BEAMSRUTENBERG A.1979; COMPUTERS AND STRUCT.; GBR; DA. 1979; VOL. 10; NO 6; PP. 875-878; BIBL. 9 REF.Article

ANALYSIS OF SPIRAL STAIRS SUPPORTED ON A CENTRAL COLUMNRUTENBERG A.1975; BUILDG SCI.; G.B.; DA. 1975; VOL. 10; NO 1; PP. 37-42; BIBL. 2 REF.Article

VIBRATION FREQUENCIES FOR A UNIFORM CANTILEVER WITH A ROTATIONAL CONSTRAINT AT A POINT.RUTENBERG A.1978; J. APPL. MECH.; USA; DA. 1978; VOL. 45; NO 2; PP. 422-423; BIBL. 4 REF.Article

PLANE FRAME ANALYSIS OF LATERALLY LOADED ASYMMETRIC BUILDINGS: AN UNCOUPLED SOLUTIONRUTENBERG A.1979; COMPUTERS AND STRUCT.; GBR; DA. 1979; VOL. 10; NO 3; PP. 553-555; BIBL. 6 REF.Article

APPROXIMATE NATURAL FREQUENCIES FOR COUPLED SHEAR WALLSRUTENBERG A.1975; INTERNATION. J. EARTHQUAKE ENGNG STRUCT. DYNAM.; G.B.; DA. 1975; VOL. 4; NO 1; PP. 95-100; BIBL. 14 REF.Article

A DIRECT P-DELTA ANALYSIS USING STANDARD PLANE FRAME COMPUTER PROGRAMSRUTENBERG A.1981; COMPUT. STRUCT.; ISSN 0045-7949; USA; DA. 1981; VOL. 14; NO 1-2; PP. 97-102; BIBL. 14 REF.Article

VIBRATION PROPERTIES OF CURVED THIN-WALLED BEAMS = PROPRIETES DES VIBRATIONS DES POUTRES COURBES A PAROI MINCERUTENBERG A.1979; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; USA; DA. 1979; VOL. 105; NO 7; PP. 1445-1455; BIBL. 12 REF.Article

DUNKERLEY'S FORMULA AND ALTERNATIVE APPROXIMATIONS. = FORMULE DE DUNKERLEY ET APPROXIMATIONS ALTERNEESRUTENBERG A.1975; J. SOUND VIBR.; G.B.; DA. 1975; VOL. 39; NO 4; PP. 530-531; BIBL. 4 REF.Article

TORSION OF TUBE STRUCTURES: PLANAR FORMULATIONRUTENBERG A; EISENBERGER M.1983; COMPUTERS & STRUCTURES; ISSN 0045-7949; USA; DA. 1983; VOL. 17; NO 2; PP. 257-260; BIBL. 7 REF.Article

SEISMIC SPECTRAL RESPONSE ANALYSIS OF COUPLED SHEAR WALLS.TSO WK; RUTENBERG A.1977; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; U.S.A.; DA. 1977; VOL. 103; NO 1; PP. 181-196; BIBL. 12 REF.Article

APPROXIMATE ANALYSIS OF ASYMMETRIC WALL-FRAME STRUCTURESRUTENBERG A; HEIDEBRECHT AC.1975; BUILDG SCI.; G.B.; DA. 1975; VOL. 10; NO 1; PP. 27-35; BIBL. 6 REF.Article

ON THE DYNAMIC PROPERTIES OF ASYMMETRIC WALL-FRAME STRUCTURES.RUTENBERG A; GLUCK J; REINHORN A et al.1978; EARTHQUAKE ENGNG STRUCT. DYNAM.; G.B.; DA. 1978; VOL. 6; NO 3; PP. 317-320; BIBL. 7 REF.Article

A SIMULATION STUDY OF INCOME TAX EVASIONFRIEDLAND N; MAITAL S; RUTENBERG A et al.1978; J. PUBLIC ECON.; NLD; DA. 1978; VOL. 10; NO 1; PP. 107-116; BIBL. 12 REF.Article

GLUCOSE LEVELS AS CASTE INDICATOR OF THE HONEYBEE (APIS MELLIFICA LIGUSTICA) = TENEUR EN GLUCOSE, INDICATEUR DE CASTE CHEZ L'ABEILLE: A. M. L.ISHAY J; FISCHL J; RUTENBERG A et al.1974; EXPERIENTIA; SUISSE; DA. 1974; VOL. 30; NO 12; PP. 1381-1382; ABS. FR.; BIBL. 8REF.Article

DYNAMIC PROPERTIES OF ASYMMETRIC WALL-FRAME STRUCTURES.RUTENBERG A; TSO WK; HEIDEBRECHT AC et al.1977; INTERNATION. J. EARTHQUAKE ENGNG STRUCT. DYNAM.; G.B.; DA. 1977; VOL. 5; NO 1; PP. 41-51; BIBL. 8 REF.Article

THE RESPONSE OF VETERANS HOSPITAL BUILDING 41 IN THE SAN FERNANDO EARTHQUAKE = LA REPONSE DU BATIMENT HOSPITALIER 41 DE VETERANS LORS DU SEISME DE SAN FERNANDORUTENBERG A; JENNINGS PC; HOUSNER GW et al.1982; EARTHQU. ENG. STRUCT. DYN.; ISSN 0375-6297; GBR; DA. 1982; VOL. 10; NO 3; PP. 359-379; BIBL. 25 REF.; 10 TAB. ; TABL./ILL.Article

RESPONSE SPECTRUM TECHNIQUES FOR ASYMMETRIC BUILDINGSRUTENBERG A; TZU I HSU; TSO WK et al.1978; EARTHQUAKE ENGNG STRUCT. DYNAM.; GBR; DA. 1978; VOL. 6; NO 5; PP. 427-435; BIBL. 17 REF.Article

DYNAMIC TORSIONAL COUPLING IN ASYMMETRIC BUILDING STRUCTURES.REINHORN A; RUTENBERG A; GLUCK J et al.1977; BUILDG AND ENVIRONMENT; G.B.; DA. 1977; VOL. 12; NO 4; PP. 251-261; BIBL. 20 REF.Article

CYCLIC LOADING OF EXTERNALLY REINFORCED MASONRY WALLS CONFINED BY FRAMESTSO WK; RUTENBERG A; HEIDEBRECHT AC et al.1975; CANAD. J. CIV. ENGNG; CANADA; DA. 1975; VOL. 2; NO 4; PP. 489-493; ABS. FR.; BIBL. 3 REF.Article

Approximate spectral multiple support seismic analysis: travelling wave approach = Analyse sismique spectrale approchée des structures soumises à des excitations multiples aux appuis: approche de l'onde progressiveRUTENBERG, A; HEIDEBRECHT, A. C.Proceedings - Institution of Civil Engineers. Part 2. Research and theory. 1988, Vol 85, pp 223-236, issn 0307-8361Article

On the sensitivity of bridge seismic response with local soil amplificationZEMBATY, Z; RUTENBERG, A.Earthquake engineering & structural dynamics. 1998, Vol 27, Num 10, pp 1095-1099, issn 0098-8847Article

Réduction de la longueur de flambement des poteaux des halles industrielles à l'aide des contreventements des toitures = Reduction of columns buckling length in industrial Hall using roof bracingSCARLAT, A; RUTENBERG, A.Annales de l'Institut technique du bâtiment et des travaux publics. 1990, Num 480, pp 78-95, issn 0020-2568, Série: construction métallique 99Article

Roof bracing and effective length of columns in one-story industrial buildings = Contreventement des toitures et longueur effective des poteaux dans des bâtiments industriels à un seul niveauRUTENBERG, A; SCARLAT, A.Journal of structural engineering (New York, NY). 1990, Vol 116, Num 10, pp 2551-2566, issn 0733-9445, 16 p.Article

Simple planar modeling of asymmetric shear buildings for lateral forces = Modélisation planaire simple de bâtiments à murs de cisaillement asymétriques pour des forces latéralesRUTENBERG, A; EISENBERGER, M.Computers & structures. 1986, Vol 24, Num 6, pp 885-891, issn 0045-7949Article

A comparison of the present SEAOC/UBC torsional provisions with the old onesDE STEFANO, M; RUTENBERG, A.Engineering structures. 1997, Vol 19, Num 8, pp 655-664, issn 0141-0296Article

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