Search found 27 matches

by anantparghi
01 Nov 2018, 14:22
Forum: 03-Analytical/modelling capabilities
Topic: Varification Report in SeismoStruct-2018 Release-2
Replies: 2
Views: 5381

Re: Varification Report in SeismoStruct-2018 Release-2

Dear Zoi;

Thank you very much for the quick response, I appreciate you. We got it from the help menu.
I hope that Indian Standard will be introduced in the Code-based checks of SeismoStruct in future version.
Thank you,
Anant
by anantparghi
01 Nov 2018, 11:52
Forum: 03-Analytical/modelling capabilities
Topic: Varification Report in SeismoStruct-2018 Release-2
Replies: 2
Views: 5381

Varification Report in SeismoStruct-2018 Release-2

Hi there; The verification report examples are available in the existing SeismoStruct-2016 version, however in the new SeismoStruct-2018 Release-2 does not included the verification report example, does the verification report examples are removed in the release-2? Once more question, does Indian St...
by anantparghi
12 Feb 2016, 00:26
Forum: 03-Analytical/modelling capabilities
Topic: IDA, Analysis Terminated
Replies: 8
Views: 5242

Re: IDA, Analysis Terminated

Dear Zoi and Huffte; Thank you very much for your explanatory answer of my query. Actually, I referred lot of literature, SeismoStruct forum questions, and refer the well known text book Mechanics of Materials. Even, I asked many friends in the University, but did not satisfied the answer. I put the...
by anantparghi
10 Feb 2016, 22:12
Forum: 03-Analytical/modelling capabilities
Topic: IDA, Analysis Terminated
Replies: 8
Views: 5242

Re: IDA, Analysis Terminated

Dear Zoi; Thank you very much for your help and advise. Now the models running perfectly alright. But, I have a question, how do we provide the rotational mass? I used the same value of lumped mass Mx, My, and Mz in element class properties. But, I don't know what is the meaning of rotational mass h...
by anantparghi
03 Feb 2016, 00:24
Forum: 03-Analytical/modelling capabilities
Topic: IDA, Analysis Terminated
Replies: 8
Views: 5242

Re: IDA, Analysis Terminated

Hi Zoi; Thank you very much for your reply. Please see the following link https://app.box.com/s/8gzy4kaupw4pto2zmmmnke1wrselp8wm https://app.box.com/s/qof92laoi9lpeo58r95oyjm62bmcdi33 I hope this link would works. I am trying hard to run IDA, but the analysis getting terminated after few mins. Could...
by anantparghi
01 Feb 2016, 04:04
Forum: 03-Analytical/modelling capabilities
Topic: IDA, Analysis Terminated
Replies: 8
Views: 5242

IDA, Analysis Terminated

Hi there; I am running IDA for the FRP-confined RC bridge columns. The model was running fine for cyclic analysis and results were matched with experimental results, but when I run IDA with same model, its run few minutes and say unable to apply the next load step. Analysis terminated.I guess, there...
by anantparghi
09 Jan 2015, 09:05
Forum: 02-Getting started with the modelling
Topic: FRP Confinement Factor
Replies: 4
Views: 2035

Re: FRP Confinement Factor

Hi Gronti,
Thank you very much for your reply. I do agree with your comments which I was also thinking. But, I like to make sure that i ma doing right things.
Thanks
Anant
by anantparghi
07 Jan 2015, 23:31
Forum: 02-Getting started with the modelling
Topic: FRP Confinement Factor
Replies: 4
Views: 2035

Re: FRP Confinement Factor

<r>Hi Gronti,<br/> Thank you very much for your kind reply. I already verified the units, please see the attached screenshot. <URL url="https://drive.google.com/file/d/0B3tbcUuKdXHZRGFDRU81ZzdoazQ/view?usp=sharing"><LINK_TEXT text="https://drive.google.com/file/d/0B3tbcU ... sp=sharing">https://driv...
by anantparghi
06 Jan 2015, 05:40
Forum: 02-Getting started with the modelling
Topic: FRP Confinement Factor
Replies: 4
Views: 2035

FRP Confinement Factor

<r>Hi There,<br/> To calculate the confinement factor using SeimoStruct, for FRP confined circular section, we need to provide the Jacket thickness (m), FRP elastic modulus (kPa) and Jacket strain.<br/> <br/> I am modeling RC circular column (400mm Dia.) with 1, 2, 3 and 4 layer of CFRP and GFRP com...
by anantparghi
08 Dec 2014, 09:12
Forum: 02-Getting started with the modelling
Topic: Link Element (Takeda) use for Hysteretic Behavior
Replies: 18
Views: 45279

Re: Link Element (Takeda) use for Hysteretic Behavior

<t>Hi Adeel,<br/> Thank you very much for your reply. I appreciate you for this help.<br/> Yeah, you are right about the initial stiffness that would be 8986 kN/m should be the initial stiffness I should use for the Takeda link, initial stiffness (sy).<br/> Still, I am not sure because, We are using...