Add to ORKGThe paper proposes an algorithm of the numerical integration with the modal analysis for computing inelastic seismic responses, and furthermore, the accuracy of the numerical integration with the Newmark’s =1/4 method that is most popular in the earthquake engineering is discussed by comparing with the response computed by the proposed method
AbstractThe information of seismic response spectra is key to many problems concerned with aseismic ...
A method of evaluating the damage pattern and deflections of planar structures under earthquake exci...
A method of evaluating the damage pattern and deflections of planar structures under earthquake exci...
The paper proposes an algorithm of the numerical integration with the modal analysis for computing i...
The paper proposes an algorithm that makes numerical integrations with conditions for stability to b...
The paper proposes an algorithm that makes numerical integrations with conditions for stability to b...
Damped forced vibrations of a single-degree-of-freedom elastoplastic system, are studied, by using N...
The information of seismic response spectra is key to many problems concerned with aseismic structur...
AbstractThe information of seismic response spectra is key to many problems concerned with aseismic ...
Based on the need for effective solutions of structures response to seismic loading, this thesis inc...
Time-stepping methods and/or direct evaluation of Duhamel’s integral are being increasingly used in ...
This paper presents two simple and robust technique for response estimating of single-degree-of-free...
This paper presents two simple and robust technique for response estimating of single-degree-of-free...
Purpose – In structural, earthquake and aeronautical engineering and mechanical vibration, the solut...
Purpose – In structural, earthquake and aeronautical engineering and mechanical vibration, the solut...
AbstractThe information of seismic response spectra is key to many problems concerned with aseismic ...
A method of evaluating the damage pattern and deflections of planar structures under earthquake exci...
A method of evaluating the damage pattern and deflections of planar structures under earthquake exci...
The paper proposes an algorithm of the numerical integration with the modal analysis for computing i...
The paper proposes an algorithm that makes numerical integrations with conditions for stability to b...
The paper proposes an algorithm that makes numerical integrations with conditions for stability to b...
Damped forced vibrations of a single-degree-of-freedom elastoplastic system, are studied, by using N...
The information of seismic response spectra is key to many problems concerned with aseismic structur...
AbstractThe information of seismic response spectra is key to many problems concerned with aseismic ...
Based on the need for effective solutions of structures response to seismic loading, this thesis inc...
Time-stepping methods and/or direct evaluation of Duhamel’s integral are being increasingly used in ...
This paper presents two simple and robust technique for response estimating of single-degree-of-free...
This paper presents two simple and robust technique for response estimating of single-degree-of-free...
Purpose – In structural, earthquake and aeronautical engineering and mechanical vibration, the solut...
Purpose – In structural, earthquake and aeronautical engineering and mechanical vibration, the solut...
AbstractThe information of seismic response spectra is key to many problems concerned with aseismic ...
A method of evaluating the damage pattern and deflections of planar structures under earthquake exci...
A method of evaluating the damage pattern and deflections of planar structures under earthquake exci...