EARTHQUAKE-RESISTING SHEARWALLS-NEW ZEALAND DESIGN TRENDS = LES MURS DE CONTREVENTEMENT RESISTANT AUX SEISMES - CONCEPTIONS NEO-ZELANDAISES ACTUELLESPAULAY T.1980; J. AMER. CONCR. INST.; USA; DA. 1980; VOL. 77; NO 3; PP. 144-152; BIBL. 9 REF.Article

SOME DESIGN CONSIDERATIONS OF EARTHQUAKE RESISTANT REINFORCED CONCRETE SHEAR WALLS.PAULAY T.1976; IN: INT. SYMP. EARTHQUAKE STRUCT. ENG. PROC.; ST. LOUIS, MO.; 1976; ROLLA, MO.; UNIV. MISSOURI-ROLLA; DA. 1976; VOL. 2; PP. 669-681; BIBL. 11 REF.Conference Paper

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

A CRITICAL REVIEW OF THE SEISMIC DESIGN PROVISIONS FOR DUCTILE SHEAR WALLS OF THE CANADIAN CODE AND COMMENTARYPAULAY T; UZUMERI SM.1975; CANAD. J. CIV. ENGNG; CANADA; DA. 1975; VOL. 2; NO 4; PP. 592-601; ABS. FR.; BIBL. 12 REF.Article

Seismic torsional effects on ductile structural wall systemsPAULAY, T.Journal of earthquake engineering. 1997, Vol 1, Num 4, pp 721-745, issn 1363-2469Article

Seismic design for torsional response of ductile buildingsPAULAY, T.Bulletin of the New Zealand National Society for Earthquake Engineering. 1996, Vol 29, Num 3, pp 178-198, issn 0110-0718Article

A critique of the special provisions for seismique design of the building code requirements for reinforced concrete (ACI 318-83) = Examen critique des règlements spéciaux du ACI 318-83 concernant la conception parasismique des immeubles en béton arméPAULAY, T.Journal of the American Concrete Institute. 1986, Vol 83, Num 2, pp 274-283, issn 0002-8061Article

The design of ductile reinforced concrete structural walls for earthquake resistance = Le calcul de murs porteurs en béton armé ductile pour résister aux séismesPAULAY, T.Earthquake spectra. 1986, Vol 2, Num 4, pp 783-823, issn 8755-2930Article

Torsional mechanisms in ductile building systemsPAULAY, T.Earthquake engineering & structural dynamics. 1998, Vol 27, Num 10, pp 1101-1121, issn 0098-8847Article

Some design principles relevant to torsional phenomena in ductile buildingsPAULAY, T.Journal of earthquake engineering. 2001, Vol 5, Num 3, pp 273-308, issn 1363-2469Article

EERI distinguished lecture 1997 professional commitments to earthquake engineeringPAULAY, T.Earthquake spectra. 1998, Vol 14, Num 4, pp 651-657, issn 8755-2930Article

Are existing seismic torsion provisions achieving the design aims ?PAULAY, T.Earthquake spectra. 1997, Vol 13, Num 2, pp 259-279, issn 8755-2930Article

A review of code provisions for torsional seismic effects in buildingsPAULAY, T.Bulletin of the New Zealand National Society for Earthquake Engineering. 1997, Vol 30, Num 3, pp 252-263, issn 0110-0718Article

DUCTILITY IN EARTHQUAKE RESISTING SQUAT SHEARWALLS = DUCTILITE DANS LES MURS DE CONTREVENTEMENTS SURBAISSES DESTINES A RESISTER AUX TREMBLEMENTS DE TERREPAULAY T; PRIESTLEY MJN; SYNGE AJ et al.1982; J. AM. CONCR. INST.; ISSN 0002-8061; USA; DA. 1982-07; NO 4; PP. 257-269; BIBL. 8 REF.Article

Kapazitätsbemessung von Stohlbeton-Tragwänden unter Erdbebeneinwtakung = Conception de murs porteurs en béton armé soumis à des charges sismiques = Capacity design of reinforced concrete structural wells for earthquake resistanceBACHMANN, H; PAULAY, T.Beton- und Stahlbetonbau. 1990, Vol 85, Num 11, pp 284-289, issn 0005-9900, 6 p.Article

Discussion of : A more rational approach to capacity design of seismic moment frame columns. Author's replyPAULAY, T; VILLAVERDE, R; BONDY, K. D et al.Earthquake spectra. 1997, Vol 13, Num 2, pp 317-324, issn 8755-2930Article

A study of the inelastic seismic response of reinforced concrete coupled frame-shear wall structures = Une étude de la réponse sismique inélastique de structures murs de contreventement ossature couplées en béton arméGOODSIR, W. J; PAULAY, T; CARR, A. J et al.Bulletin of the New Zealand National Society for Earthquake Engineering. 1983, Vol 16, Num 3, pp 185-200, issn 0110-0718Article