The methods which take place in current building codes and used in seismic design of structures are generally linear elastic. Inelastic behavior of the structures under the effect of earthquake is considered indirectly in seismic design codes. Recent studies enable inelastic behavior of structures to be taken into account properly in the structural design. In this study, a calculation method oriented towards the design of new structures which fulfill the predefined interstory drift ratio according to the usage function of the structures was offered by considering the inelastic behavior of the structural members and by using the energy balance of the structures. Interstory drift ratios when the steel structure displacements reach the target ...
Maximum roof drift (RD) and inter-story drift (ISD) demands are important seismic design parameters ...
This paper summarizes the results of an extensive study on the inelastic seismic response of X-brace...
This paper evaluates an alternative seismic design approach for steel structures that concentrates d...
The methods which take place in current building codes and used in seismic design of structures are ...
Energy-based approaches are developed as an alternative to displacement-based methods in nonlinear a...
A seismic design methodology for steel building frames which combines the advantages of the well-kno...
This paper proposes a performance-based seismic design methodology for steel building frames which c...
Abstract: An energy-based seismic design framework for building structures is proposed with compreh...
Although conventional methods in seismic design consider such parameters as force, displacement, and...
The design procedures for regular moment-resisting frames specified in the current seismic codes are...
239 p.Thesis (Ph.D.)--University of Illinois at Urbana-Champaign, 1988.In this investigation, the in...
This paper proposes a performance-based seismic design methodology for steel building frames which c...
AbstractAn optimal drift design model for the steel moment frames under the seismic load is presente...
This study presents a simple model for estimating the inelastic maximum interstory drift ratio (MIDR...
This paper evaluates an alternative seismic design approach for steel structures that concentrates d...
Maximum roof drift (RD) and inter-story drift (ISD) demands are important seismic design parameters ...
This paper summarizes the results of an extensive study on the inelastic seismic response of X-brace...
This paper evaluates an alternative seismic design approach for steel structures that concentrates d...
The methods which take place in current building codes and used in seismic design of structures are ...
Energy-based approaches are developed as an alternative to displacement-based methods in nonlinear a...
A seismic design methodology for steel building frames which combines the advantages of the well-kno...
This paper proposes a performance-based seismic design methodology for steel building frames which c...
Abstract: An energy-based seismic design framework for building structures is proposed with compreh...
Although conventional methods in seismic design consider such parameters as force, displacement, and...
The design procedures for regular moment-resisting frames specified in the current seismic codes are...
239 p.Thesis (Ph.D.)--University of Illinois at Urbana-Champaign, 1988.In this investigation, the in...
This paper proposes a performance-based seismic design methodology for steel building frames which c...
AbstractAn optimal drift design model for the steel moment frames under the seismic load is presente...
This study presents a simple model for estimating the inelastic maximum interstory drift ratio (MIDR...
This paper evaluates an alternative seismic design approach for steel structures that concentrates d...
Maximum roof drift (RD) and inter-story drift (ISD) demands are important seismic design parameters ...
This paper summarizes the results of an extensive study on the inelastic seismic response of X-brace...
This paper evaluates an alternative seismic design approach for steel structures that concentrates d...