Search found 6 matches
- Wed Dec 04, 2024 9:02 am
- Forum: OpenSeesPy
- Topic: Hinge connections between rigid body systems
- Replies: 0
- Views: 6
Hinge connections between rigid body systems
I would like to ask for advice or guidance on how to model a hinge connection (nodes 30, 31, 32) between two rigid body systems composed of oscillators (see the image). https://imgur.com/vrAfAwf https://imgur.com/vrAfAwf In the provided code, I attempted to model the hinge connection between the two...
- Mon Dec 02, 2024 6:35 am
- Forum: OpenSeesPy
- Topic: Half-car model with CoupledZeroLength Elements
- Replies: 3
- Views: 352
Re: Half-car model with CoupledZeroLength Elements
I’ve found a solution by generating an additional point at the center of mass (Point 11) and connecting it rigidly to Points 1 and 101, where the unsprung mass of the wheel is located.
- Mon Dec 02, 2024 1:45 am
- Forum: OpenSeesPy
- Topic: Half-car model with CoupledZeroLength Elements
- Replies: 3
- Views: 352
Re: Half-car model with CoupledZeroLength Elements
Dear Prof. Scott, Thank you for your response. Using a rigid beam to connect the center of mass to the oscillators provides an appropriate solution. Attached is the working code. import openseespy.opensees as ops import opsvis as opsv import matplotlib.pyplot as plt import numpy as np # ============...
- Fri Nov 29, 2024 7:36 am
- Forum: OpenSeesPy
- Topic: Half-car model with CoupledZeroLength Elements
- Replies: 3
- Views: 352
Half-car model with CoupledZeroLength Elements
Hello, I’m working on building a half-car model using CoupledZeroLength elements. The model has 4 degrees of freedom (DoF), including the vertical displacements of the individual masses and the lateral rotation about the vehicle’s center of mass. https://imgur.com/a/hn5qoax I’ve attached the code I’...
- Tue Jul 26, 2022 6:11 am
- Forum: OpenSeesPy
- Topic: Difference in deflections of a simple beam under a moving load
- Replies: 1
- Views: 1532
Re: Difference in deflections of a simple beam under a moving load
I solved the problem by changing (decrease) the step dt in the analysis and removing the Rayleigh damping factors for nodes & elements.
So now the same results were obtained.
So now the same results were obtained.
- Mon Jul 25, 2022 5:42 am
- Forum: OpenSeesPy
- Topic: Difference in deflections of a simple beam under a moving load
- Replies: 1
- Views: 1532
Difference in deflections of a simple beam under a moving load
Hello everyone, I'm new to OpeenSeesPy and haven't mastered the platform's capabilities yet, so don't blame me if I've made some beginner mistakes. I tried to analyze a simple beam under a single moving force, which moves at a constant speed of v=100km/h (see Fig. 1). https://imgur.com/2zXjl5j https...