Yes it does, check out this video:
https://youtu.be/sCpUtLF1L2Y
Search found 43 matches
- Wed Mar 15, 2023 7:16 am
- Forum: Get Started Discussion
- Topic: OOP Failure mechanism (micro-modeling DamageTC3D)
- Replies: 1
- Views: 1526
- Wed Aug 10, 2022 6:32 pm
- Forum: Geometry
- Topic: brace deformed shape
- Replies: 5
- Views: 4324
Re: brace deformed shape
You probably did nor merge the geometry, please check it.
- Thu Jun 30, 2022 2:17 pm
- Forum: Property
- Topic: Reinforced masonry wall
- Replies: 13
- Views: 6318
Re: Reinforced masonry wall
Hi Chaymaa,
You are right, you need also to consider the spandrels at the first floor. please add to Clarabella's idealization the spandrels at the base.
Regards
You are right, you need also to consider the spandrels at the first floor. please add to Clarabella's idealization the spandrels at the base.
Regards
- Tue Jun 21, 2022 9:15 pm
- Forum: Property
- Topic: Reinforced masonry wall
- Replies: 13
- Views: 6318
Re: Reinforced masonry wall
Hi Chaymaa,
I found an example for you (there are many):
https://research.tue.nl/en/publications ... of-masonry
Please check the literature, you will find a lot of interesting papers.
Good luck!
I found an example for you (there are many):
https://research.tue.nl/en/publications ... of-masonry
Please check the literature, you will find a lot of interesting papers.
Good luck!
- Sun Jun 19, 2022 9:51 pm
- Forum: Property
- Topic: Reinforced masonry wall
- Replies: 13
- Views: 6318
Re: Reinforced masonry wall
Dear Chaymaa,
The horizontal connections improve the in-plane and out-of-plane strength of masonry.
It is not correct to model the walls as you did. You need to model the equivalent frame in the usual way increasing the wall strength. Typically the shear strength increases of 30/50% you should ...
The horizontal connections improve the in-plane and out-of-plane strength of masonry.
It is not correct to model the walls as you did. You need to model the equivalent frame in the usual way increasing the wall strength. Typically the shear strength increases of 30/50% you should ...
- Thu Jun 16, 2022 7:56 pm
- Forum: Property
- Topic: Reinforced masonry wall
- Replies: 13
- Views: 6318
Re: Reinforced masonry wall
Hi Chaymaa,
I did not understand what you would like to model. Could you please provide more details?
Thank you
I did not understand what you would like to model. Could you please provide more details?
Thank you
- Mon May 23, 2022 6:30 am
- Forum: Property
- Topic: Damage TC3D
- Replies: 3
- Views: 2039
Re: Damage TC3D
Hi,
Cylindrical compressive strength.
Regards
Cylindrical compressive strength.
Regards
- Sat May 21, 2022 10:10 am
- Forum: Interaction
- Topic: Soil Structure Interface Modeling
- Replies: 53
- Views: 29766
Re: Soil Structure Interface Modeling
You can use the implex contact we implemented in OpenSees and define the friction. It is the perfect way if you want to model rocking or a general contact.
Regards
Regards
- Sat May 21, 2022 10:07 am
- Forum: Analysis
- Topic: Recording selected element responses
- Replies: 2
- Views: 1478
Re: Recording selected element responses
You can define regions In the preprocessor and then in the recorder indicates to save only those regions. You can have as many recorders as you like and save data from different regions. For example displacements of the entire model or stresses of a small portion
Regards
Regards
- Sun May 08, 2022 6:50 pm
- Forum: Property
- Topic: DamageTC3D
- Replies: 21
- Views: 13519
Re: DamageTC3D
Yes you can program it in python, you can check Dr. Petracca's webinars