Knicklast elastisch gebetteter Stäbe mit linearen Druckkraftverlauf = Critical load for bars on elastic foundation with linear compression force distribution = Charge critique pour poutres sur fondation élastique avec distribution linéaire de la force de compressionAMINBAGHAI, M; RUBIN, H.Bauingenieur. 1996, Vol 71, Num 7, pp 321-328, issn 0005-6650Article

Verformungen und Standsicherheit von Spundwänden = Déformations et stabilité de palplanches = Deformations and stabilaity of sheet pilingsSCHÄFFNER, H.-J.Bautechnik (Berlin, 1984). 1993, Vol 70, Num 10, pp 587-594, issn 0932-8351Article

A photoelastic approach to framed structure-foundation beam-soil interactionCHANDRASHEKHARA, K; MURUGAPPAN, K.Journal of strain analysis for engineering design. 1992, Vol 27, Num 4, pp 245-247, issn 0309-3247Article

Discussion of performance of elevators ¹ by Anshel schiff. Author's replyRIHN, W. J; SCHIFF, A.Earthquake spectra. 1991, Vol 7, Num 1, pp 153-156, issn 8755-2930Article

Design and performance of the Imperial College instrumented pileBOND, A. J; JARDINE, R. J; DALTON, J. C. P et al.ASTM geotechnical testing journal. 1991, Vol 14, Num 4, pp 413-424, issn 0149-6115Article

Anchoring a dam = Ancrage d'un barrageBRAGG, R. A; WIMBERLY, P. M; FLAHERTY, T. J et al.Civil engineering ASCE. 1990, Vol 60, Num 12, pp 38-41, issn 0360-0556, 4 p.Article

Eine analytische Ermittlung des raümlichen Erddrucks mit elastisch-plastischem Stoffgesetz = Détermination analytique de la poussée spatiale du sol avec une loi de comportement élastoplastique = An analytical determination of the spatial earth pressure based on an elastic-plastic stress-strain relationshipROJEK, R.Bauingenieur. 1986, Vol 61, Num 9, pp 399-404, issn 0005-6650Article

Vibration in rock and soil. Norwegian practice regarding damage criteria and ground vibration limits in urban areas = Vibration dans la roche et le sol. Méthode norvégienne d'étude des critères de dommage et des limites de vibrations du sol en zone urbaineBY, T. L.Publikasjon - Norges Geotekniske Institutt. 1986, Num 164, pp 1-5, issn 0078-1193Article

Simulation of dynamic heat transfer between ground and underground structuresMAHENDRA SINGH SODHA.International journal of energy research. 2001, Vol 25, Num 15, pp 1391-1394, issn 0363-907XArticle

GeomechanicsRAJAPAKSE, R. K. N. D.International journal of solids and structures. 1999, Vol 36, Num 31-32, issn 0020-7683, 279 p.Serial Issue

Soil restraint against oblique motion of pipelines in sandTUNG-WEN HSU.Canadian geotechnical journal. 1996, Vol 33, Num 1, pp 180-188, issn 0008-3674Article

Schnittgrössenermittlung in unendlich ausgedehnten Platten auf elastischer Unterlage = Determination of the stress distribution in infinite slabs on elastic subgrade = Distribution des contraintes dans des dalles infinies sur sol élastiqueBERCEA, G.Bautechnik (Berlin, 1984). 1995, Num 4, pp 251-258, issn 0932-8351Article

Dynamics interaction between a layered half-space and a rigid strip foundationUMEK, A.Zeitschrift für angewandte Mathematik und Mechanik. 1991, Vol 71, Num 4, pp T356-T359, issn 0044-2267Article

A modified frontal solver with multi-element and variable degrees of freedom featuresGODBOLE, P. N; VILADKAR, M. N; NOORZAEI, J et al.Computers & structures. 1991, Vol 39, Num 5, pp 525-534, issn 0045-7949, 10 p.Article

Zum Beanspruchungs- und Verformungsverhalten von erdverlegten KunststoffrohrenKIESSELBACH, G.GWA. Gas, Wasser, Abwasser. 1991, Vol 71, Num 8, pp 531-541Article

Performance of bridges in the 1989 Loma Prieta earthquake : lessons for Canadian designersMITCHELL, D; TINAWI, R; SEXSMITH, R. G et al.Canadian journal of civil engineering (Print). 1991, Vol 18, Num 4, pp 711-734, issn 0315-1468Article

Field test and analysis for evaluating a coefficient of subgrade reaction for buried pipesHYODO, M; SHIMAMURA, K; TAKAGI, N et al.Tsuchi to kiso. 1991, Vol 39, Num 4, pp 3-8, issn 0041-3798Article

Deterministic assessment of effects of ground-motion incoherenceVELETSOS, A. S; TANG, Y.Journal of engineering mechanics. 1990, Vol 116, Num 5, pp 1109-1124, issn 0733-9399Article

On exact solutions for beam-columns on two-parameter elastic foundations = Solutions exactes pour éléments poutre-poteau sur fondations élastiques à deux paramètresEISENBERGER, M.Computer methods in applied mechanics and engineering. 1989, Vol 76, Num 1, pp 95-97, issn 0045-7825Article

Verhalten starrer Bauwerke auf verformbarer Grundkörperunterlage bei Erdbeben = Comportement de bâtiments rigides sur sol déformable sous séismeROSMAN, R.ÖIAZ. 1988, Vol 133, Num 1, pp 20-26, issn 0721-9415Article

Analysis of shaking table-structure interaction effects during seismic simulation tests = Etude des effets d'interactions entre table vibrante et structure lors d'essais de simulation sismiqueBLONDET, M; ESPARZA, C.Earthquake engineering & structural dynamics. 1988, Vol 16, Num 4, pp 473-490, issn 0098-8847Article

Modeling for cyclic normal and shear behavior of interfacesDESAI, C. S; NAGARAJ, B. K.Journal of engineering mechanics. 1988, Vol 114, Num 7, pp 1198-1217, issn 0733-9399Article

Principes de calcul des interactions mécaniques sol/tuyau = Calculating soil/pipe interactionLE GUILLOU, J.-F.TSM. Techniques sciences méthodes, génie urbain génie rural. 1987, Num 12, pp 541-545, issn 0299-7258Conference Paper

On skin friction of pilesSUGIMURA, Y.Japanese journal of tribology. 1998, Vol 43, Num 1, pp 39-48, issn 1045-7828Article

Experience with community response to groundborne vibration from construction activity when evaluated using building damage criteria, and the need for annoyance based criteriaCARMAN, R. A.International congress on noise control engineering. 1996, pp 1277-1282, isbn 1-873082-91-6, 6VolConference Paper