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
In the last decade, a number of methodologies for the seismic performance assessment of existing bui...
Because of the importance being placed by modern building codes of practice on the need for the dete...
This paper presents two simple and robust technique for response estimating of single-degree-of-free...
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...
It is well known that the Newmark’s method is considered one of the most popular methods for structu...
AbstractThe information of seismic response spectra is key to many problems concerned with aseismic ...
Time-stepping methods and/or direct evaluation of Duhamel’s integral are being increasingly used in ...
Newmark method is a commonly accepted practice in geotechnical earthquake engineering to estimate se...
Design of buildings in earthquake regions requires that the building is made to withstand certain la...
The information of seismic response spectra is key to many problems concerned with aseismic structur...
Purpose: In structural, earthquake and aeronautical engineering and mechanical vibration, the soluti...
The modelling of earthquake loads as design inputs for inelastic single-degree-of-freedom structures...
AbstractThe information of seismic response spectra is key to many problems concerned with aseismic ...
In the last decade, a number of methodologies for the seismic performance assessment of existing bui...
Because of the importance being placed by modern building codes of practice on the need for the dete...
This paper presents two simple and robust technique for response estimating of single-degree-of-free...
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...
It is well known that the Newmark’s method is considered one of the most popular methods for structu...
AbstractThe information of seismic response spectra is key to many problems concerned with aseismic ...
Time-stepping methods and/or direct evaluation of Duhamel’s integral are being increasingly used in ...
Newmark method is a commonly accepted practice in geotechnical earthquake engineering to estimate se...
Design of buildings in earthquake regions requires that the building is made to withstand certain la...
The information of seismic response spectra is key to many problems concerned with aseismic structur...
Purpose: In structural, earthquake and aeronautical engineering and mechanical vibration, the soluti...
The modelling of earthquake loads as design inputs for inelastic single-degree-of-freedom structures...
AbstractThe information of seismic response spectra is key to many problems concerned with aseismic ...
In the last decade, a number of methodologies for the seismic performance assessment of existing bui...
Because of the importance being placed by modern building codes of practice on the need for the dete...
This paper presents two simple and robust technique for response estimating of single-degree-of-free...