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Results 1 to 25 of 34

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CALIFORNIA'S SEISMIC SAFETY FOR HOSPITALSMEEHAN JF.sdIN: U.S. NATL. CONF. EARTHQUAKE ENG. 1975. PROC.; ANN ARBOR; 1975; OAKLAND; EARTHQUAKE ENG. RES. INST.; DA. S.D.; PP. 357-366; BIBL. 14 REF.Conference Paper

HOW SHOULD WE ESTABLISH PUBLIC POLICY ON SETTING DESIGN CODES OR PERFORMANCE STANDARDS.DE NEUFVILLE R.sdIN: U.S. NATL. CONF. EARTHQUAKE ENG. 1975, PROC; ANN ARBOR; 1975; OAKLAND; EARTHQUAKE ENG. RES. INST.; DA. S.D.; PP. 327-336; BIBL. 7REF.Conference Paper

ETUDE DES ELEMENTS COMPRIMES EXCENTRIQUEMENT AVEC UNE DISPOSITION GROUPEE DE L'ARMATURE LONGITUDINALEARTEM'EV VP; ERKINBEKOV A; EVGENE'EV IE et al.1976; BETON I ZHELEZOBETON; S.S.S.R.; DA. 1976; NO 6; PP. 32-34; BIBL. 3REF.Article

SIMPLIFIED ELASTOPLASTIC ANALYSIS OF EARTHQUAKE RESISTANT MULTISTOREYED SHEAR WALL STRUCTURESKEINTZEL E.1975; INDIAN CONCR. J.; INDIA; DA. 1975; VOL. 49; NO 2; PP. 50-52; BIBL. 5 REF.Article

EARTHQUAKE RESISTANT DESIGN OF INTAKE-OUTLET TOWERSCHOPRA AK; LIAW CY.1975; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; U.S.A.; DA. 1975; VOL. 101; NO 7; PP. 1349-1366; BIBL. 1P.Article

VIBRATIONAL LOADING OF MECHANICALLY FASTENED WOOD JOINTSWILKINSON TL.1976; U.S.D.A. FOREST SERV. RES. PAPER; U.S.A.; DA. 1976; NO 274; PP. 1-12; BIBL. 5 REF.Serial Issue

INELASTIC RESPONSES OF REINFORCED CONCRETE STRUCTURES TO EARQUAKE MOTIONSGULKAN P; SOZEN MA.1974; J. AMER. CONCR. INST.; U.S.A.; DA. 1974; VOL. 71; NO 12; PP. 604-610; BIBL. 10 REF.Article

VEREINFACHTE BERECHNUNG VON WANDSCHEIBENBAUTEN UNTER BERUECKSICHTIGUNG PLASTISCHER RIEGELVERFORMUNGEN = CALCUL SIMPLIFIE DES CONSTRUCTIONS AVEC PANNEAUX MURAUX COMPTE TENU DES DEFORMATIONS DES LINTEAUX PLASTIQUESKEINTZEL E.1975; BETON U. -STAHLBETONBAU; DTSCH.; DA. 1975; VOL. 70; NO 6; PP. 143-146; BIBL. 14 REF.Article

EXPERIMENTAL STUDY ON EARTHQUAKE RESISTANCE OF A STEEL FRAME APARTMENT HOUSE WITH PRECAST CONCRETE PANELS (HPC MULTI-STORY APARTMENT HOUSE)MIYAJIMA N; TANAKA Y; TAMURA R et al.1974; NIPPON STEEL TECH. REP. OVERSEAS; JAP.; DA. 1974; NO 6; PP. 75-88; BIBL. 16 REF.Article

DUCTILITY OF REINFORCED CONCRETE SECTIONS WITH CONFINED COMPRESSION ZONESPRAKASH DESAYI; SUNDARA RAJA IYENGAR.1975; INTERNATION. J. EARTHQUAKE ENGNG STRUCT. DYNAM.; G.B.; DA. 1975; VOL. 4; NO 2; PP. 111-118; BIBL. 6 REF.Article

BEHAVIOR OF CRACKED CONCRETE NUCLEAR CONTAINMENT VESSELS DURING EARTHQUAKESGERGELY P; STANTON JF; WHITE RN et al.sdIN: U.S. NATL. CONF. EARTHQUAKE ENG. 1975. PROC.; ANN ARBOR; 1975; OAKLAND; EARTHQUAKE ENG. RES. INST.; DA. S.D.; PP. 512-518; BIBL. 3 REF.Conference Paper

REPAIRED R/C MEMBERS UNDER CYCLIC LOADINGPOPOV EP; BERTERO VV.1975; INTERNATION. J. EARTHQUAKE ENGNG STRUCT. DYNAM.; G.B.; DA. 1975; VOL. 4; NO 2; PP. 129-144; BIBL. 5REF.Article

SEISMIC RESPONSE OF RESERVOIR-DAM SYSTEMS. = REPONSE SISMIQUE D'UN SYSTEME BARRAGE-RESERVOIRWYLIE EB.1975; PROC. AMER. SOC. CIV. ENGRS, J. HYDRAUL. DIV.; U.S.A.; DA. 1975; VOL. 101; NO 3; PP. 403-419; BIBL. 17 REF.Article

GUIDELINES FOR EVOLUTION OF LIFELINE EARTHQUAKE ENGINEERINGDUKE CM; MORAN DF.sdIN: U.S. NATL. CONF. EARTHQUAKE ENG. 1975. PROC.; ANN ARBOR; 1975; OAKLAND; EARTHQUAKE ENG. RES. INST.; DA. S.D.; PP. 367-376; BIBL. 1 P.Conference Paper

EVALUATION OF EXISTING BUILDINGS FOR SEISMIC RISK. A CASE STUDY OF PUGET SOUND NAVAL SHIPYARD, BREMERTON, WASHINGTONFREEMAN SA; NICOLETTI JP; TYRRELL JV et al.sdIN: U.S. NATL. CONF. EARTHQUAKE ENG. 1975. PROC.; ANN ARBOR; 1975; OAKLAND; EARTHQUAKE ENG. RES. INST.; DA. S.D.; PP. 113-122; BIBL. 3 REF.Article

7TH. CONGRESS OF THE FEDERATION INTERNATIONALE DE LA PRECONTRAINTE. PROCEEDINGS; NEW YORK; 19741974; LONDON,; FED. INT. PRECONTRAINTE; DA. 1974; PP. 7-124; BIBL. DISSEM.Conference Paper

PIPELINE DESIGN TO RESIST LARGE FAULT DISPLACEMENTNEWMARK NM; HALL WJ.sdIN: U.S. NATL. CONF. EARTHQUAKE ENG. 1975. PROC.; ANN ARBOR; 1975; OAKLAND; EARTHQUAKE ENG. RES. INST.; DA. S.D.; PP. 416-425; BIBL. 1 REF.Conference Paper

PLANNING THE TEHACHAPI CROSSINGGOLZE AR.1975; PROC. AMER. SOC. CIV. ENGRS, J. HYDRAUL. DIV.; U.S.A.; DA. 1975; VOL. 101; NO 1; PP. 1-16; BIBL. 10 REF.Article

A GENERALIZED CONTINUUM METHOD FOR DYNAMIC ANALYSIS OF ASYMMETRIC TALL BUILDINGSDANAY A; GLUCK J; GELLERT M et al.1975; INTERNATION. J. EARTHQUAKE ENGNG STRUCT. DYNAM.; G.B.; DA. 1975; VOL. 4; NO 2; PP. 179-203; BIBL. 15REF.Article

ANALYSIS OF EARTHQUAKE RISK FOR LIFELINE SYSTEMSWHITMAN RV; CORNELL CA; GHIATH TALEB AGHA et al.sdIN: U.S. NATL. CONF. EARTHQUAKE ENG. 1975. PROC.; ANN ARBOR; 1975; OAKLAND; EARTHQUAKE ENG. RES. INST.; DA. S. D; PP. 377-386; BIBL. 9REF.Conference Paper

Procedure for evaluating the earthquake resistance of earth damsTANI, S.International Congress International Association for Engineering Geology and the EnvironmentCongrès international Association internationale de géologie de l'ingénieur et de l'environnement. 1998, pp 2119-2126, isbn 90-5410-990-4Conference Paper

Earthquake-resistant jacket installed off CaliforniaOcean industry. 1984, Vol 19, Num 7, pp 103-104, issn 0029-8026Article

DESIGN ASPECTS OF SHEAR WALLS FOR SEISMIC AREASPAULAY T.1975; CANAD. J. CIV. ENGNG; CANADA; DA. 1975; VOL. 2; NO 1; PP. 321-344; ABS. FR.; BIBL. 1P.Article

Seismic forces in spherical domes : membrane solutionQUIMBY, T. B.Journal of engineering mechanics. 1995, Vol 121, Num 11, pp 1272-1275, issn 0733-9399Article

Spatial seismic coefficients, some sensitivity resultsZEMBATY, Z.Journal of engineering mechanics. 1996, Vol 122, Num 4, pp 379-382, issn 0733-9399Article

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