I used Mathematica, a computer algebra system, to write a program that models the response of a multistory building structure to seismic ground motion. The model uses a sinusoidal wave as the excitation, and includes viscous damping as an energy loss mechanism. The Mathematica program uses a numerical differential equation solver to generate the response, and presents a visual animation of the building’s vibration. With the results generated from such a model, one can begin to predict the sustainability of multistory buildings to various types of ground motions. This enables the proper design of buildings so that when earthquakes do strike, lives can be saved and damage can be minimized
This research investigates the validation of simulated ground motions on complex structural systems....
The seismic performance of two typical 10 storey reinforced concrete moment-resisting frame building...
2Reliable assessments of ground shaking scenarios with the aid of computers before the occurrence of...
Spring-mass systems are presented as an application of second-order, constant coefficient differenti...
A hybrid computer system has been used to simulate some five-storey structures excited by ground mot...
The development of optimal methods of earthquake resistant design depends on a knowledge of how the ...
Abstract: Mechanical and electrical vibrations are an important component of ordinary differential e...
Includes bibliographical references (pages 50)The response spectra analysis is the most common metho...
The characterization of effective damage potential of the earthquakes implies the identification of ...
The official homepage for the Multiple Degrees of Freedom Application is https://simcenter.designsaf...
A release test on a 2-story R.C. building in Bagnoli (Italy) showed that a vibrating building may af...
This eBook is the fourth in a series of books on the critical earthquake response of elastic or elas...
Earthquake ground motion records are used as inputs for seismic hazard analysis, development of grou...
An investigation is made of the effect of the flexibility of girders on the dynamic response of mult...
http://deepblue.lib.umich.edu/bitstream/2027.42/5146/5/bac3010.0001.001.pdfhttp://deepblue.lib.umich...
This research investigates the validation of simulated ground motions on complex structural systems....
The seismic performance of two typical 10 storey reinforced concrete moment-resisting frame building...
2Reliable assessments of ground shaking scenarios with the aid of computers before the occurrence of...
Spring-mass systems are presented as an application of second-order, constant coefficient differenti...
A hybrid computer system has been used to simulate some five-storey structures excited by ground mot...
The development of optimal methods of earthquake resistant design depends on a knowledge of how the ...
Abstract: Mechanical and electrical vibrations are an important component of ordinary differential e...
Includes bibliographical references (pages 50)The response spectra analysis is the most common metho...
The characterization of effective damage potential of the earthquakes implies the identification of ...
The official homepage for the Multiple Degrees of Freedom Application is https://simcenter.designsaf...
A release test on a 2-story R.C. building in Bagnoli (Italy) showed that a vibrating building may af...
This eBook is the fourth in a series of books on the critical earthquake response of elastic or elas...
Earthquake ground motion records are used as inputs for seismic hazard analysis, development of grou...
An investigation is made of the effect of the flexibility of girders on the dynamic response of mult...
http://deepblue.lib.umich.edu/bitstream/2027.42/5146/5/bac3010.0001.001.pdfhttp://deepblue.lib.umich...
This research investigates the validation of simulated ground motions on complex structural systems....
The seismic performance of two typical 10 storey reinforced concrete moment-resisting frame building...
2Reliable assessments of ground shaking scenarios with the aid of computers before the occurrence of...