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    Inelastic Response Spectra Using Conventional and Pulse <b><i>R<b>-Factors</b></i></b> 

    Source: Journal of Structural Engineering:;2001:;Volume ( 127 ):;issue: 009
    Author(s): Isabel Cuesta; Mark A. Aschheim
    Publisher: American Society of Civil Engineers
    Abstract: Inelastic response spectra may be estimated by dividing elastic response spectra by
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    Seismic Design of Columns of Short Bridges Accounting for Embankment Flexibility 

    Source: Journal of Structural Engineering:;2004:;Volume ( 130 ):;issue: 010
    Author(s): Mehmet Inel; Mark A. Aschheim
    Publisher: American Society of Civil Engineers
    Abstract: Empirical observations and analysis of the recorded response of two California bridges indicate that the flexibility of the bridge embankments has a significant effect on the displacement demands sustained by the columns ...
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    Closure to “Observations on the Reliability of Alternative Multiple-Mode Pushover Analysis Methods” by T. Tjhin, M. Aschheim, and E. Hernández-Montes 

    Source: Journal of Structural Engineering:;2008:;Volume ( 134 ):;issue: 009
    Author(s): Mark A. Aschheim; Enrique Hernández-Montes; Tjen Tjhin
    Publisher: American Society of Civil Engineers
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    Performance-Based Seismic Design: Avant-Garde and Code-Compatible Approaches 

    Source: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2016:;Volume ( 002 ):;issue: 002
    Author(s): Dimitrios Vamvatsikos; Athanasia K. Kazantzi; Mark A. Aschheim
    Publisher: American Society of Civil Engineers
    Abstract: Current force-based codes for the seismic design of structures use design spectra and system-specific behavior factors to satisfy one or two predefined structural limit states . In contrast, performance-based seismic design ...
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    Performance-Based Seismic Design: Avant-Garde and Code-Compatible Approaches 

    Source: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2016:;Volume ( 002 ):;issue: 002
    Author(s): Dimitrios Vamvatsikos; Athanasia K. Kazantzi; Mark A. Aschheim
    Publisher: American Society of Civil Engineers
    Abstract: Current force-based codes for the seismic design of structures use design spectra and system-specific behavior factors to satisfy one or two predefined structural limit states . In contrast, performance-based seismic design ...
    Request PDF
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