Time history analysis

video shows time history analysis in SAP2000.

[@satishshingote1069]

When doing nonlinear time history analysis for steel structure, hinge results are not showed. But same procedure is follow for RCC it shows all results. Then what happen with steel structure. Plz make one video on nonlinear direct integration time history for steel structure.

[@christellee6417]

Hi, Why don't u talk to explain ur assumptions and stuff?

[@joonhongtai9705]

Hi there , want to ask why Etabs always get the same maximum story drift even if I changed the ground motion scale factor from 1 to 20 , or even i changed the other ground motion from PEER , is it I'm doing anything wrong or need to modified the stiffness , hope to get some guide from here.

[@harshala.admane2962]

send your structural model.... i will see what can i do.

[@op5598]

Harshal Admane plz send ur email Id I will send a model of 50 storey building I have in trouble

[@harshala.admane2962]

[e-mail]

[@anderhmar5364]

@@harshala.admane2962 can you pleas help i am always getting warning like maximum null step reached and something like that

[@kamalpaudel8082]

I get the same problem while doing linear time history by scaling up. Result obtained was the same in terms of displacement. Can you please help on this.

[@whynot714]

can u plz share time history data u have????

[@harshala.admane2962]

Share ur email id.

[@gauravjadhav167]

Can you please mail me time history files [e-mail]

[@mrdemir2112]

ı need immedialtly
can you send me too please ?
[e-mail]