Search found 37 matches
- Wed Mar 15, 2023 11:44 am
- Forum: Installation issues
- Topic: Installation error
- Replies: 3
- Views: 3289
Re: Installation error
Thank you for your reply
- Mon Mar 13, 2023 12:45 pm
- Forum: Installation issues
- Topic: Installation error
- Replies: 3
- Views: 3289
Installation error
Dear STKO team:
There is an error when I open the STKO which is first installed on win10 . Do you know how to deal with it?
There is an error when I open the STKO which is first installed on win10 . Do you know how to deal with it?
- Thu Mar 09, 2023 11:09 am
- Forum: Analysis
- Topic: fluctuation of curve from analyzed result
- Replies: 1
- Views: 1063
fluctuation of curve from analyzed result
Hello,
The RC shear wall under hysteretic horizontal load was established in the model . Although it can be finished, there are some fluctuation in the load-displacement curve . Can you know how to make the curve smooth? Waiting for your reply.
The RC shear wall under hysteretic horizontal load was established in the model . Although it can be finished, there are some fluctuation in the load-displacement curve . Can you know how to make the curve smooth? Waiting for your reply.
- Wed Jun 08, 2022 7:36 am
- Forum: Analysis
- Topic: fluctuation of load-displacement curve
- Replies: 1
- Views: 1135
fluctuation of load-displacement curve
In the single directional push simulation of shear wall , there are many fluctuation in the load-displacement curve . Can the curve be more smooth?
Here is the model .
Wait for your reply.
Here is the model .
Wait for your reply.
- Tue Jun 07, 2022 12:53 am
- Forum: Property
- Topic: Shear behavior for shear wall
- Replies: 2
- Views: 1774
Re: Shear behavior for shear wall
Can the hysteretic curve(2000-1000 model which the line is red) be smoth by changing the Analysis?
- Mon Jun 06, 2022 1:44 pm
- Forum: Property
- Topic: Shear behavior for shear wall
- Replies: 2
- Views: 1774
Shear behavior for shear wall
The shear wall which is flexural damage (H/L=1.5) is modelled well. However, when the H/L=0.5 and the shear wall is shear damage, the capacity and hysteresis behavior is not acceptable 微信图片_20220606214224.png . Can the shear modulus and shear constitutive relation be defined? Here is the model ...
- Wed Jun 01, 2022 10:02 am
- Forum: Condition
- Topic: Reference point, restraint and loading
- Replies: 3
- Views: 4647
Re: Reference point, restraint and loading
Thank you for your reply.
- Wed Jun 01, 2022 1:48 am
- Forum: Condition
- Topic: Reference point, restraint and loading
- Replies: 3
- Views: 4647
Reference point, restraint and loading
Dear STKO team
The shear wall with boundary needs to be loaded. Is there a refrence Point A that can replace the Top Line X 2022-06-01_093500.jpg ? If it can be done, the vertical and horizontal force can be loaded on the Point A. How to establish the relationship between Point A and Line X in STKO ...
The shear wall with boundary needs to be loaded. Is there a refrence Point A that can replace the Top Line X 2022-06-01_093500.jpg ? If it can be done, the vertical and horizontal force can be loaded on the Point A. How to establish the relationship between Point A and Line X in STKO ...
- Mon May 30, 2022 3:04 pm
- Forum: Analysis
- Topic: Analysis error
- Replies: 9
- Views: 3886
Re: Analysis error
Thank you for your reminding. I’m sure it, because the rebar replace the steel plate in the test, the steel plate has the huge pinching due to the huge deformation.
- Mon May 30, 2022 2:09 pm
- Forum: Analysis
- Topic: Analysis error
- Replies: 9
- Views: 3886
Re: Analysis error
Thank you for your reply.
The pinching coefficients of hysteretic material in my model of parameter analysis is based on the model valatied by test.
This is the model valatied by the test and result is good compared with test data Test.zip . The model can run successfully. And I should ganrantee the ...
The pinching coefficients of hysteretic material in my model of parameter analysis is based on the model valatied by test.
This is the model valatied by the test and result is good compared with test data Test.zip . The model can run successfully. And I should ganrantee the ...