MODAL ANALYSIS FOR BUILDING-SOIL INTERACTIONBIELAK J.1976; PROC. AMER. SOC. CIV. ENGERS, J. ENGNG MECH. DIV.; U.S.A.; DA. 1976; VOL. 102; NO 5; PP. 771-786; BIBL. 18 REF.Article

DYNAMIC BEHAVIOUR OF STRUCTURES WITH EMBEDDED FOUNDATIONSBIELAK J.1975; INTERNATION. J. EARTHQUAKE ENGNG STRUCT. DYNAM.; G.B.; DA. 1975; VOL. 3; NO 3; PP. 259-274; BIBL. 15 REF.Article

INITIAL PORE PRESSURE FROM VERTICAL SURFACE LOADS = PRESSION INTERSTITIELLE INITIALE DUE A DES CHARGES VERTICALES APPLIQUEE A LA SURFACE DU SOLBIELAK J.1982; PROC. AM. SOC. CIV. ENG., J. GEOTECH. ENG. DIV.; ISSN 0093-6405; USA; DA. 1982; VOL. 108; NO GT9; PP. 1167-1171; BIBL. 5 REF.Article

A MODIFIED GALERKIN PROCEDURE FOR BENDING OF BEAMS ON ELASTIC FOUNDATIONSBIELAK J; STEPHAN E.1983; SIAM JOURNAL ON SCIENTIFIC AND STATISTICAL COMPUTING; ISSN 0196-5204; USA; DA. 1983; VOL. 4; NO 2; PP. 340-352; BIBL. 14 REF.Article

COMMENTS ON THE PAPER "MODIFIED GURTIN'S VARIATIONAL PRINCIPLES IN THE LINEAR DYNAMIC THEORY OF VISCOELASTICITY".HERRERA I; BIELAK J.1977; INTERNATION. J. SOLIDS STRUCT.; G.B.; DA. 1977; VOL. 13; NO 4; PP. 377-378; BIBL. 7 REF.Article

DUAL VARIATIONAL PRINCIPLES FOR DIFFUSION EQUATIONS.HERRERA I; BIELAK J.1976; QUART. APPL. MATH.; U.S.A.; DA. 1976; VOL. 34; NO 1; PP. 85-102; BIBL. 21 REF.Article

RESPONSE OF MULTIPLE-MASS SYSTEMS TO NONVERTICALLY INCIDENT SEISMIC WAVES = LA REPONSE DE SYSTEMES DE MASSES MULTIPLES A DES ONDES SISMIQUES INCIDENTES NON VERTICALESBIELAK J; CORONATO JA; PRAKASH SHAMSHER ED et al.1981; INTERNATIONAL CONFERENCE ON RECENT ADVANCES IN GEOTECHNICAL EARTHQUAKE ENGINEERING AND SOIL DYNAMICS; VOL. II; USA; ROLLA, MO:UNIV. MO. AT ROLLA; DA. 1981; PP. 801-804; BIBL. 4 REF.; ILL.Conference Paper

Stable symmetric finite element - boundary integral coupling methods for fluid-structure interface problemsXIAOGANG ZENG; BIELAK, J.Engineering analysis with boundary elements. 1995, Vol 15, Num 1, pp 79-91, issn 0955-7997Article

An element for the analysis of transient exterior fluid-structure interaction problems using the FEMKALLIVOKAS, L. F; BIELAK, J.Finite elements in analysis and design. 1993, Vol 15, Num 1, pp 69-81, issn 0168-874XArticle

On the effective seismic input for non-linear soil-structure interaction systems = Sur l'entrée sismique effective pour des systèmes non linéaires d'interaction sol-structureBIELAK, J; CHRISTIANO, P.Earthquake engineering & structural dynamics. 1984, Vol 12, Num 1, pp 107-119, issn 0098-8847Article

On the strength of mechanical and thermal damping in linear materialsBIELAK, J; MACCAMY, R. C.Quarterly of applied mathematics. 1989, Vol 47, Num 3, pp 555-570, issn 0033-569X, 16 p.Article

Exterior stable domain segmentation integral equation method for scattering problemsXIAOGANG ZENG; BIELAK, J.International journal for numerical methods in engineering. 1994, Vol 37, Num 5, pp 777-792, issn 0029-5981Article

Time-domain analysis of transient structural acoustics problems based on the finite element method and a novel absorbing boundary elementKALLIVOKAS, L. F; BIELAK, J.The Journal of the Acoustical Society of America. 1993, Vol 94, Num 6, pp 3480-3492, issn 0001-4966Article

Inelastic torsional response of soil-structure interaction systems = Réponse de systèmes d'intéraction sol-ouvrage sous l'effet de torsions inélastiquesBAZAN, E; BIELAK, J.International conference on soil dynamics and earthquake engineering. 4. 1989, pp 181-191, 11 p.Conference Paper

A symmetric variational finite element-boundary integral equation coupling methodZENG, X; KALLIVOKAS, L. F; BIELAK, J et al.Computers & structures. 1993, Vol 46, Num 6, pp 995-1000, issn 0045-7949Article

Simplified model for analysis of one or two piles = Modèle simplifié pour l'étude d'un pieu isolé ou de deux pieuxTROCHANIS, A. M; BIELAK, J; CHRISTIANO, P et al.Journal of geotechnical engineering. 1991, Vol 117, Num 3, pp 448-466, issn 0733-9410, 19 p.Article

The forced response of shrouded fan stagesMENQ, C.-H; GRIFFIN, J. H; BIELAK, J et al.Journal of vibration, acoustics, stress, and reliability in design. 1986, Vol 108, Num 1, pp 50-55, issn 0739-3717Article

How gravity and joint scaling affect dynamic responseHSU, S. T; GRIFFIN, J. H; BIELAK, J et al.AIAA journal. 1989, Vol 27, Num 9, pp 1280-1287, issn 0001-1452, 8 p.Article

Seismic response of tied-back retaining walls = Réponse sismique de murs de soutènement ancrésSILLER, T. J; CHRISTIANO, P. P; BIELAK, J et al.Earthquake engineering & structural dynamics. 1991, Vol 20, Num 7, pp 605-620, issn 0098-8847, 16 p.Article

Implementation of effective seismic input for soil-structure interaction systems = Mise en œuvre des données sismiques effectives pour systèmes interactifs sol-structureCREMONINI, M. G; CHRISTIANO, P; BIELAK, J et al.Earthquake engineering & structural dynamics. 1988, Vol 16, Num 4, pp 615-625, issn 0098-8847Article

Transient response of joint-dominated space structures: a new linearization techniqueFOELSCHE, G. A; GRIFFIN, J. H; BIELAK, J et al.AIAA journal. 1988, Vol 26, Num 10, pp 1278-1285, issn 0001-1452Article

On absorbing boundary conditions for wave propagationBARRY, A; BIELAK, J; MACCAMY, R. C et al.Journal of computational physics (Print). 1988, Vol 79, Num 2, pp 449-468, issn 0021-9991, 20 p.Article

On the dynamic behavior of tied-back retaining walls = Sur le comportement dynamique des mers de soutènement attaché à l'arrièreSILLER, T. J.; CHRISTIANO, P. P; BIELAK, J et al.Developments in geotechnical engineering. 1987, Vol 45, pp 141-150, issn 0165-1250Conference Paper

Hysteretic dissipation of piles under cyclic axial loadTROCHANIS, A. M; BIELAK, J; CHRISTIANO, P. P et al.Journal of geotechnical engineering. 1987, Vol 113, Num 4, pp 335-350, issn 0733-9410Article

An efficient method for predicting the vibratory response of linear structures with friction interfacesBAZAN, E; BIELAK, J; GRIFFIN, J. H et al.Journal of engineering for gas turbines and power. 1986, Vol 108, Num 4, pp 633-640, issn 0742-4795Article