Search found 37 matches

by [email protected]
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
by [email protected]
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
error.png
error.png (14.03 KiB) Viewed 3289 times
. Do you know how to deal with it?
by [email protected]
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
curve.zip
(134.51 KiB) Downloaded 202 times
. Although it can be finished, there are some fluctuation in the load-displacement curve
image.png
image.png (185.35 KiB) Viewed 1063 times
. Can you know how to make the curve smooth? Waiting for your reply.
by [email protected]
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
2022-06-01_093500.jpg
2022-06-01_093500.jpg (72.08 KiB) Viewed 1135 times
, there are many fluctuation in the load-displacement curve
20220608153457.png
20220608153457.png (28.04 KiB) Viewed 1135 times
. Can the curve be more smooth?
Here is the model
1200-2000-all-rebuild.zip
(150.02 KiB) Downloaded 201 times
.
Wait for your reply.
by [email protected]
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?
by [email protected]
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 ...
by [email protected]
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.
by [email protected]
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 ...
by [email protected]
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.
by [email protected]
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 ...