## Search found 18 matches

Tue Feb 19, 2019 11:17 am
Forum: OpenSees.exe Users
Topic: How to consider Mx-My interaction in concentrated plastic h
Replies: 3
Views: 300

### Re: How to consider Mx-My interaction in concentrated plast

Dear SelimGunay

Thank you.
Mon Feb 18, 2019 12:58 am
Forum: OpenSees.exe Users
Topic: How to consider Mx-My interaction in concentrated plastic h
Replies: 3
Views: 300

### How to consider Mx-My interaction in concentrated plastic h

Hello

I have modeled a concentrated plastic hinge using the method which has introduced in report No.152, Ibarra and Krawinkler (2005).
But I don't know how to model or make Mx-My interaction in that model. So I need some help.
Sun Dec 23, 2018 10:02 am
Forum: OpenSees.exe Users
Topic: Bi-directional acceleration
Replies: 3
Views: 1048

### Re: Bi-directional acceleration

Hi everyone I want to run a nonlinear time history analysis. But I want to apply both longitudinal and transversal accelerations simultaneous. I have done that this way. Is that true? set iGMfact "1.82 1.82"; # ground-motion scaling factor set iGMdirection "1 3"; # ground-motion directions set Recor...
Fri Nov 09, 2018 4:06 am
Forum: OpenSees.exe Users
Topic: IDA on bridges
Replies: 1
Views: 509

### Re: IDA on bridges

Hello

Is there anyone who has an OpenSees example for 3D IDA analysis? Thank you if you share it.
Sat Oct 06, 2018 8:45 am
Forum: OpenSees.exe Users
Topic: simple/hinge connection
Replies: 3
Views: 406

### Re: simple/hinge connection

In this case, the definition of 2 nodes in j is sufficient. However, with the three nodes, the above modeling can also be performed.
Fri Oct 05, 2018 1:03 am
Forum: OpenSees.exe Users
Topic: simple/hinge connection
Replies: 3
Views: 406

### Re: simple/hinge connection

Hi,

you should define 3 nodes at j node. So in the definition of the equaldof command, the middle node will be common for beam 1 and 2.
Sat Sep 29, 2018 2:58 am
Forum: OpenSees.exe Users
Topic: Perform 3D Analysis
Replies: 4
Views: 439

### Re: Perform 3D Analysis

Thank you
Fri Sep 28, 2018 2:59 am
Forum: OpenSees.exe Users
Topic: Perform 3D Analysis
Replies: 4
Views: 439

### Re: Perform 3D Analysis

Good time
In the following of the above question, how should we define the analyze command?
Mon Sep 24, 2018 11:26 pm
Forum: OpenSees.exe Users
Topic: Apply NTH in Two Perpendicular Direction at The Same Time
Replies: 2
Views: 244

### Re: Apply NTH in Two Perpendicular Direction at The Same Tim

Thank you so much Dear selimgunay
Mon Sep 24, 2018 12:32 am
Forum: OpenSees.exe Users
Topic: Apply NTH in Two Perpendicular Direction at The Same Time
Replies: 2
Views: 244

### Apply NTH in Two Perpendicular Direction at The Same Time

Hello Everyone

I want to accomplish NTH (nonlinear time history) analysis in two perpendicular directions at the same time (i.e. x and y directions). But I don't know how to do this. I would be appreciated if anybody helps me in this field.
Tue Aug 07, 2018 6:17 am
Forum: OpenSees.exe Users
Topic: Modelling Hinge Connection of Column to Deck
Replies: 3
Views: 348

### Re: Modelling Hinge Connection of Column to Deck

Dear Selimgunay

The solution was the one you said and the problem was somewhere else. Sincerely thank you for your reply.
Tue Aug 07, 2018 5:38 am
Forum: OpenSees.exe Users
Topic: Find MAX from output data
Replies: 5
Views: 551

### Re: Find MAX from output data

If you remove \$ between incr and i, the problem with your loop will be resolved.
Mon Aug 06, 2018 10:45 pm
Forum: OpenSees.exe Users
Topic: Find MAX from output data
Replies: 5
Views: 551

### Re: Find MAX from output data

Dear Hibahashim

you can do it simply by using MATLAB or Excel.
Fri Jul 20, 2018 12:30 am
Forum: Useful Scripts.
Topic: We are collecting OPENSEES User-Requirements Data
Replies: 23
Views: 19403

### Re: We are collecting OPENSEES User-Requirements Data

Thanks to this post, which is designed to meet the needs of users. I must say that examples of the bridge are very rare.
Fri Jul 20, 2018 12:22 am
Forum: Useful Scripts.
Topic: Not done analysis
Replies: 0
Views: 289

### Not done analysis

Hello I've modeled a three dimensional reinforced concrete bridge using zeroLength element at the base of columns. The problem is that while there is no error, there is no analysis too. The proof of this is doing the total analysis (gravity and nonlinear dynamics) in one second and also being output...