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Elasto-plastic model for analysis of influence of imperfections on stiffness of fully anchored light-frame timber shear wallsGIRHAMMAR, Ulf Arne; KÄLLSNER, Bo.Engineering structures. 2009, Vol 31, Num 9, pp 2182-2193, issn 0141-0296, 12 p.Article

Design Tool for structural concrete D-Regions = Outil de conception pour Régions-D dans des structures en bétonBLAAUWENDRAAD, P.C; HOOGENBOOM, J.Bauingenieur. 2001, Vol 76, Num 2, pp 95-99, issn 0005-6650Article

Approximate analysis of shear wall assemblies with openings = Calcul approché de murs de contreventement couplés comportant des ouverturesTHAM, L. G; CHEUNG, Y. K.1983, Vol 61B, Num 2, pp 41-45Article

Résistance aux séismes d'un mur avec rotation de la buseKATO, D.Journal of the Faculty of Engineering. University of Tokyo. Series A. Annual report. 1984, Num 22, pp 8-9, issn 0563-7945Article

Modeling of floor diaphragms in concrete shearwall buildings = Modélisation de la participation des planchers dans les bâtiments en béton contreventésBOPPANA, R. R; NAEIM, F.Concrete international. 1985, Vol 7, Num 7, pp 44-46, issn 0162-4075Article

The Morgan Hill earthquake of April 24, 1984-performance of three engineered structures = Le séisme de Morgan Hill du 24 avril 1984. Performance de 3 structures technologiquesNAASEH, S.Earthquake spectra. 1985, Vol 1, Num 3, pp 579-593, issn 8755-2930Article

Comportamento di un edificio in C.A. durante il sisma del 23 Novembre 1980 e proposte per il suo adeguamento = Comportement d'un bâtiment en B.A. pendant le séisme du 23 Novembre 1980 et proposition de renforcementVIGNOLI, A; VIVOLI, M.Giornale del genio civile. 1983, Vol 121, Num 7-8-9, pp 293-308, issn 0017-016XArticle

Stiffened coupled shear walls = Rigidification de murs de contreventement couplésCHAN, H. C; KUANG, J. S.Journal of engineering mechanics. 1989, Vol 115, Num 4, pp 689-703, issn 0733-9399Article

Deficiencies in the wide column analogy for shearwall core analysis = Insuffisances de l'analogie avec un poteau de grandes dimensions pour le calcul des noyaux de contreventrementSTAFFORD-SMITH, B; GIRGIS, A. M.Concrete international. 1986, Vol 8, Num 4, pp 58-61, issn 0162-4075Article

Simple analogous frames for shear wall analysis = Portiques analogues simples pour le calcul des murs de contreventementSTAFFORD-SMITH, B; GIRGIS, A.Journal of structural engineering (New York, NY). 1984, Vol 110, Num 11, pp 2655-2666, issn 0733-9445Article

SHEAR WALL ANALYSIS USING A GENERALIZED RITZ METHODHARRISON T; YEADON RE; SIDDALL JM et al.1976; INSTIT. CIV. ENGRS, PROC.; G.B.; DA. 1976-12; VOL. 61; PART. 2; PP. 757-771; BIBL. 12 REF.Article

CALCUL DES CONTREVENTEMENTS DES BATIMENTS DE GRANDE HAUTEUR AVEC CARACTERISTIQUES EN ECHELONLIS Z.1977; ARCH. INZYNIER. LAD.; POLSKA; DA. 1977; VOL. 23; NO 4; PP. 527-534; ABS. RUSSE ANGL.; BIBL. 2 REF.Article

Cyclic tests of four two-story narrow steel plate shear walls. Part 2: Experimental results and design implicationsLI, Chao-Hsien; TSAI, Keh-Chyuan; LIN, Chih-Han et al.Earthquake engineering & structural dynamics. 2010, Vol 39, Num 7, pp 801-826, issn 0098-8847, 26 p.Article

Plastic models for analysis of fully anchored light-frame timber shear wallsKÄLLSNER, Bo; GIRHAMMAR, Ulf Arne.Engineering structures. 2009, Vol 31, Num 9, pp 2171-2181, issn 0141-0296, 11 p.Article

Application of FEMA methodology to RC shear wall buildings governed by flexureKIM, Taewan; FOUTCH, Douglas A.Engineering structures. 2007, Vol 29, Num 10, pp 2514-2522, issn 0141-0296, 9 p.Article

A restoring force model for steel fiber reinforced concrete shear wallsJUN ZHAO; HUAHUA DUN.Engineering structures. 2014, Vol 75, pp 469-476, issn 0141-0296, 8 p.Article

Nonlinear behavior of reinforced concrete shear walls using macroscopic and microscopic modelsJALALI, A; DASHTI, F.Engineering structures. 2010, Vol 32, Num 9, pp 2959-2968, issn 0141-0296, 10 p.Article

Analysis of shear wall structure using optimal membrane triangle elementPAKNAHAD, M; NOORZAEI, J; JAAFAR, M. S et al.Finite elements in analysis and design. 2007, Vol 43, Num 11-12, pp 861-869, issn 0168-874X, 9 p.Article

Modeling of unreinforced masonry walls under shear and compressionCHAIMOON, Krit; ATTARD, Mario M.Engineering structures. 2007, Vol 29, Num 9, pp 2056-2068, issn 0141-0296, 13 p.Article

ELASTIC ANALYSIS OF FRAMED SHEAR WALLS BY ASSUMING THEIR INFILLED PANEL WALLS TO BE 45-DEGREE ORTHOTROPIC PLATES.TOMII M; HIRAISHI H.1976; MEM. FAC. ENGNG, KYUSHU UNIV.; JAP.; DA. 1976; VOL. 36; NO 1; PP. 21-99; BIBL. 5 REF.Article

GENERAL FRAME ELEMENT FOR SHEAR WALL ANALYSIS.MACLEOD IA; OPAISLEY COLL TECHNOL.1976; INSTIT. CIV. ENGRS, PROC.; G.B.; DA. 1976-12; VOL. 61; PART. 2; PP. 785-790; BIBL. 5 REF.Article

STABILITE DE STRUCTURES ELEVEES TRIDIMENSIONNELLESVIMMR V.1977; STAVEB. CAS.; CESKOSL.; DA. 1977; VOL. 25; NO 2; PP. 142-158; ABS. RUSSE ANGL.; BIBL. 6 REF.Article

SHEAR WALLS.1976; IN: METHODS STRUCT. ANAL. NATL. STRUCT. ENG. CONF. PROC.; MADISON, WIS.; 1976; NEW YORK; AM. SOC. CIV. ENG.; DA. 1976; VOL. 1; PP. 95-114; BIBL. 14 REF.Conference Paper

SULLA PROGETTAZIONE DEI CONTROVENTI. = SUR LE PROJET DE CONTREVENTEMENTCRISTILLI C; JOSSA P.1977; COSTR. METAL.; ITAL.; DA. 1977; VOL. 29; NO 6; PP. 292-300; ABS. ANGL.; BIBL. 4 REF.Article

THE EFFECTS OF COLUMN OUT-OF-PLUMBS ON THE STABILITY OF CORE-BRACED BUILDINGS.BEAULIEU D; PERLYNN M; DUNBAR A et al.1976; CANAD. J. CIV. ENGNG; CANADA; DA. 1976; VOL. 3; NO 3; PP. 417-427; ABS. FR.; BIBL. 29 REF.Article

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