Search found 14 matches

by kevincookk
Mon Dec 07, 2020 9:51 pm
Forum: Framework
Topic: problem in using C++ code
Replies: 32
Views: 14469

Re: problem in using C++ code

Thanks it was helpful
by kevincookk
Mon Dec 07, 2020 9:34 pm
Forum: Framework
Topic: OpenSees Build with Win 10 and Visual Studio 2019 - Latest Experience
Replies: 4
Views: 207

Re: OpenSees Build with Win 10 and Visual Studio 2019 - Latest Experience

Thanks for sharing the issues, I will look for the solution
by kevincookk
Mon Dec 07, 2020 9:32 pm
Forum: Framework
Topic: PHP Frameworks of 2020
Replies: 3
Views: 346

Re: PHP Frameworks of 2020

You can go with laravel or sympony
by kevincookk
Wed Nov 18, 2020 8:51 pm
Forum: OpenSees.exe Users
Topic: About 2DOF model
Replies: 8
Views: 357

Re: About 2DOF model

Improper constraints found
by kevincookk
Wed Nov 18, 2020 8:48 pm
Forum: OpenSees.exe Users
Topic: CycLiqCPSP Material
Replies: 1
Views: 160

Re: CycLiqCPSP Material

CycLiqCPSP material is a constitutive model for sand with special considerations for cyclic behaviour and accumulation of large post-liquefaction shear
by kevincookk
Wed Nov 18, 2020 8:38 pm
Forum: OpenSees.exe Users
Topic: Cracked moment of inertia
Replies: 3
Views: 186

Re: Cracked moment of inertia

The cracked moment of inertia is calculated in general to locate the neutral axis for a transformed section. Concept of cracked moment of inertia is applied in case of transformed beams. A beam is transformed completely from steel area to concrete area by multiplying the modular ratio m to the area ...
by kevincookk
Wed Nov 18, 2020 8:36 pm
Forum: OpenSees.exe Users
Topic: End (Length) offsets
Replies: 5
Views: 197

Re: End (Length) offsets

With the right-click menu either selecting and assign>Frame>End Length Offsets the user can change the default "Auto" Option and set manually the value equal to the half of the column width. After that the design turn out normal for the Beams
by kevincookk
Wed Nov 18, 2020 8:31 pm
Forum: OpenSees.exe Users
Topic: Convergence Problem: Gravity Analysis - SPSW
Replies: 5
Views: 1563

Re: Convergence Problem: Gravity Analysis - SPSW

The model shows some error, work on node displacement
by kevincookk
Wed Nov 18, 2020 8:28 pm
Forum: OpenSees.exe Users
Topic: 2 questions about zero-length element
Replies: 4
Views: 203

Re: 2 questions about zero-length element

This command is used to construct a zeroLength element object, which is defined by two nodes at the same location. The nodes are connected by multiple UniaxialMaterial objects to represent the force-deformation relationship for the element.
by kevincookk
Wed Nov 18, 2020 7:52 pm
Forum: OpenSees.exe Users
Topic: How to apply acceleration to a certain node
Replies: 1
Views: 129

Re: How to apply acceleration to a certain node

Thank you for the information