Seismosoft | Earthquake Engineering Solutions

<t>Im looking for the maximum relative displacement at the top floor. <br/>
i have created some models with the wizard. for example Ive created a 2d frame with one bay(5m length) and one story(3m height)and Ive used Corralitos accelogram. I didnt change any other parameters. then the results show ...

<t>hi<br/>
i used seismosignal for correction of accelograms. i had tried many frames with diffrent time history curves and the displacements in base restrained nodes are not zero, the relative displacements are very small. i think the earthquake forces dont transmit to the structure. only the ...

<t>thank you. you're right. i have transformed the strain time-history into a displacement time-history and I've done a cyclic analysis. now i have another problem i want residual strain at the end of action but when i run a displacement time history for an inelastic frame element in tension, the ...

<t>I have experimental results for Cyclic loading–unloading tensile tests(stress-strain diagram) on austenite superelastic wires and bars. the test was carry out at 0.01 HZ frequency. i want to make a similar model with seismostruct and compare the result. actuly i dont know how can i create cyclic ...

thank you very much dear huffte...

<t>Hi,<br/>
I have made a dynamic time history analysis for a 3story rc building.i use time history load curve named artificial that is present in seismostruct accelogram file. the results show 12cm reletive displacement between base and top of the structure and the absolute displacement in the base ...