Application of the Direct Displacement Based Design Methodology for Different Types of RC Structural Systems View Full Text


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Article Info

DATE

2013-06

AUTHORS

Saleh Malekpour, Farhad Dashti

ABSTRACT

This study investigates the direct displacement based design (DDBD) approach for different types of reinforced concrete structural systems including single moment-resisting, dual wall-frame and dual steel-braced systems. In this methodology, the displacement profile is calculated and the equivalent single degree of freedom system is then modeled considering the damping characteristics of each member. Having calculated the effective period and secant stiffness of the structure, the base shear is obtained, based on which the design process can be carried out. For each system three frames are designed using DDBD approach. The frames are then analyzed using nonlinear time-history analysis with 7 earthquake accelerograms and the damage index is investigated through lateral drift profile of the models. Results of the analyses and comparison of the nonlinear time-history analysis results indicate efficiency of the DDBD approach for different reinforced concrete structural systems. More... »

PAGES

135-153

References to SciGraph publications

  • 2010-06-12. Introduction to a Model Code for Displacement-Based Seismic Design in ADVANCES IN PERFORMANCE-BASED EARTHQUAKE ENGINEERING
  • 2006-06. Mechanical compression release device in steel bracing system for retrofitting RC frames in EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION
  • Identifiers

    URI

    http://scigraph.springernature.com/pub.10.1007/s40069-013-0043-2

    DOI

    http://dx.doi.org/10.1007/s40069-013-0043-2

    DIMENSIONS

    https://app.dimensions.ai/details/publication/pub.1025614079


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