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    Performance assessment of damaged bridge bents after the Loma Prieta earthquake 

    Priestley, M. J. N.; Seible, F.
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    Development of design procedures for the flexural strength and ductility of reinforced concrete bridge columns 

    Zahn, F. A.; Park, R.; Priestley, M. J. N.; Chapman, H. E.
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    Brief comments on elastic flexibility of reinforced concrete frames
 and significance to seismic design 

    Priestley, M. J. N.
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    Aspects of drift and ductility capacity of rectangular cantilever structural walls 

    Priestley, M. J. N.; Kowalsky, M. J.
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    Seismic response of bridge knee joints having columns with interlocking spirals 

    Ingham, J. M.; Priestley, M. J. N.; Seible, F.
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    Displacement-based seismic assessment of existing reinforced concrete buildings 

    Priestley, M. J. N.
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    The use of Grade 380 steel for transverse confining reinforcement in columns 

    Zahn, F. A.; Park, R.; Priestley, M. J. N.
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    Seismic design of storage tanks
 

    Priestley, M. J. N.; Wood, J. H.; Davidson, B. J.
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    Concrete filled tubular structures 

    Priestley, M. J. N.
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    Detailing of prestressed concrete piles for ductility 

    Park, R.; Priestley, M. J. N.; Falconer, T. J.; Joen, Pam Hoat
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    Priestley, M. J. N. (33)
    Park, R. (6)Carr, A. J. (3)Berrill, J. B. (2)Bridgeman, D. O. (2)Chapman, H. E. (2)Megget, L. M. (2)Seible, F. (2)Zahn, F. A. (2)Blakeiey, R. W. G. (1)... View MoreHas File(s)
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