PLAXIS 3D Tutorial 09: Free vibration and earthquake analysis of a building
Application
PLAXIS 3D
Version
PLAXIS 3D
Date created
04 Oct 2018
Date modified
27 Feb 2023
This example demonstrates the natural frequency of a long five-story building when subjected to free vibration and earthquake…
Earthquake analysis (Interface)
Hello Everyone,
I know in PLAXIS , when we do an earthquake analysis we define interface boundaries along the side and bottom boundaries . IF I do the same in PLAXIS #D, should I do the same, Please advise.
Thanks ,
Faisal
why the horizontal displacement keeps increasing in my CPRF model under seismic loading?
I have modelled one combined piled raft foundation using raft as plate and pile as embedded beam element and applied one sinusoidal loading with frequency 1 Hz and acceleration amplitude 1 m/s2 for 30 second interval at the soil model base in surface…
Fundamentals of pseudo-static analysis in PLAXIS
Application
PLAXIS 2D PLAXIS 3D
Version
CONNECT Edition V20 and later
Date created
1 May 2020
Date modified
2 December 2022
Mechanisms developed in pseudo-static analysis
General aspects
Although time-domain…
Westergaard's added mass for hydrodynamic pressures: a simple case
Application
PLAXIS 2D PLAXIS 3D
Version
PLAXIS 2D CONNECT Edition V20 Update 1 PLAXIS 3D CONNECT Edition V20 Update 1
Date created
7 January 2020
Date modified
7 January 2020
The attached document describes the…
Effects of Dynamic Excitation on a Dam
Application
PLAXIS 3D
Version
PLAXIS 3D
Date created
07 May 2015
Date modified
07 May 2015
In this movie, the Dynamics module of PLAXIS 3D will be illustrated. The effects of a dynamic excitation on a dam at full…
PLAXIS 3D Dynamic free field elements and its corners
Application
PLAXIS 3D
Issue status
Solved
First Affected Version
PLAXIS 3D 2016
Found in Version
PLAXIS 3D 2016
Fixed and Released in Version
PLAXIS 3D CONNECT Edition V20
Issue #
SW-31619
Date created …