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CONDITIONS GENERALES DE TRAVAIL DE LA STRUCTURE ET DES PAROIS DE BATIMENTS INDUSTRIELS A UN ETAGE EN CAS D'ACTION D'UNE CHARGE EXPLOSIVEKOLINICHENKO AF.1977; IZVEST. VYSSH. UCHEBN. ZAVED., STROITEL. ARKHIT.; S.S.S.R.; DA. 1977; NO 12; PP. 34-36; BIBL. 1 REF.Article

PROBLEME D'ARCHITECTURE DE L'INDUSTRIALISATION DES BATIMENTS INDUSTRIELS A UN SEUL ETAGEAVRAMOVA A.1982; GOD. VISS. INST. ARHIT. STROIT. SOFIJA; ISSN 506141; BGR; DA. 1982; VOL. 28; NO 1; PP. 47-53; ABS. RUS/GERArticle

FOUNDATIONS FOR LOW-RISE BUILDINGS1979; B.R.E. NEWS; GBR; DA. 1979; NO 47; PP. 10-11Article

HOW TO BRACE A ONE-STORY BUILDING.BOLKER ED; CRAPO H.1977; ENVIRONMENT AND PLANNG B; G.B.; DA. 1977; VOL. 4; NO 2; PP. 125-152; BIBL. 12 REF.Article

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MORE ON THE BRACING OF ONE-STORY BUILDINGS.CRAPO H.1977; ENVIRONMENT AND PLANNG B; G.B.; DA. 1977; VOL. 4; NO 2; PP. 153-156; BIBL. 1 REF.Article

RATIONAL DAMAGE CRITERIA FOR LOW-RISE STRUCTURES SUBJECTED TO BLASTING VIBRATIONS = CRITERES RATIONNELS POUR LES DOMMAGES AFFECTANT DES CONSTRUCTIONS PEU ELEVEES SOUMISES A DES VIBRATIONS PROVOQUEES PAR DES EXPLOSIONSMEDEARIS K.1978; INSTIT. CIV. ENGRS, PROC.; GBR; DA. 1978-09; VOL. 65; PP. 611-621; BIBL. 10 REF.Article

FOUNDATIONS FOR LOW-RISE BUILDINGS. = FONDATIONS POUR BATIMENTS DE FAIBLE HAUTEURTOMLINSON MJ; DRISCOLL R; BURLAND JB et al.1978; STRUCT. ENGR, A; G.B.; DA. 1978; VOL. 56; NO 6; PP. 161-173; BIBL. 25 REF.Article

CRITERION ON THE EVALUATION OF SEISMIC SAFETY OF EXISTING REINFORCED CONCRETE BUILDINGS.RUIZ SOYER CJ.1977; INDIV. STUD. PARTICIPANTS INTERNATION. INST. SEISMOL. EARTHQUAKE ENGNG; JAP.; DA. 1977; VOL. 13; PP. 251-279Article

THE INFLUENCE OF LOW STRUCTURAL BODIES UPON THE PRESSURE DISTRIBUTIONS AROUND VERY HIGH FREE STANDING BLOCKS.MENADOVICH M; GAJICH D.1977; ACAD. SERBE SCI. ARTS, BULL., CL. SCI. TECH.; YOUGOSL.; DA. 1977; VOL. 57; NO 11; PP. 37-51; BIBL. 2 REF.Article

BUILDING TO RESIST THE EFFECT OF WIND. III. A GUIDE FOR IMPROVED MASONRY AND TIMBER CONNECTIONS IN BUILDINGS.FATTAL SG; SHERWOOD GE; WILKINSON TL et al.1977; NATION. BUR. STAND., BUILDG SCI.; U.S.A.; DA. 1977; NO 100 PART. 3; PP. (56P.); BIBL. 1 P. 1/2Serial Issue

COMMON DEFECTS IN LOW-RISE TRADITIONAL HOUSING = DEFAUTS ORDINAIRES DANS LA CONSTRUCTION BASSE TRADITIONNELLE1982; BUILDING RESEARCH ESTABLISHMENT DIGEST; ISSN 0144-8536; GBR; DA. 1982; NO 268; 8 P.Article

SOME OBSERVATIONS FROM A FIELD SURVEY OF THE IRPINIA (ITALY) EARTHQUAKE OF 23 NOVEMBER 1980SPENCE R.1982; ENG. STRUCT.; ISSN 0141-0296; GBR; DA. 1982; VOL. 4; NO 3; PP. 176-178; BIBL. 6 REF.Article

AERODYNAMIC PROPERTIES OF SMOKE EXTRACTION VENTSGERHARDT HJ; KRAMER C; DALHOFF W et al.1978; COLLOQUIUM ON INDUSTRIAL AERODYNAMICS. 3/1978/AACHEN; DEU; AACHEN: FECHHOCHSCHULE; DA. 1978; VOL. 3; ABS. GER; BIBL. 7 REF.Conference Paper

DESIGN STUDIES OF MEDIUM RISE STEEL BUILDINGS = ETUDES SUR LE CALCUL DES CONSTRUCTIONS EN ACIER DE HAUTEUR MOYENNEBATTEN DF.1978; INSTIT. CIV. ENGRS, PROC.; GBR; DA. 1978-09; VOL. 65; PP. 589-600; BIBL. 7 REF.Article

WIND PRESSURES ON LOW BUILDINGS WITH PARAPETS = CHARGES DU VENT SUR LES CONSTRUCTIONS BASSES AVEC PARAPETSSTATHOPOULOS T.1982; PROC. AM. SOC. CIV. ENG., J. STRUCT. DIV.; ISSN 0044-8001; USA; DA. 1982; VOL. 108; NO ST12; PP. 2723-2736; BIBL. 10 REF.Article

LOW-RISE BUILDINGS ON SHRINKABLE CLAY SOILS. II = BATIMENTS DE FAIBLE HAUTEUR SUR DES SOLS ARGILEUX SUJET A LA CONTRACTION II1980; BUILDG RES. ESTABL. DIGEST; GBR; DA. 1980; NO 241; 4 P.Serial Issue

EARTHQUAKE FLOOR RESPONSE AND FATIGUE OF EQUIPMENT IN MULTI-STOREY STRUCTURESWILSON JC.1980; ENG. STRUCT.; GBR; DA. 1980; VOL. 2; NO 4; PP. 253-258; BIBL. 11 REF.Article

AN INVESTIGATION OF WIND FORCES ON THREE DIMENSIONAL ROUGHNESS ELEMENTS IN A SIMULATED ATMOSPHERIC BOUNDARY LAYER FLOWHUSSAIN M; LEE BE.1980; ; GBR; DA. 1980; BS/55-56-57; VOL. 3; BIBL. 50 REF.Report

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