Search
New Code
Rentonn - Airbnb clone 1.0
VisualNEO for Windows 18.08.31.0
SentiVeillance SDK Trial 7.0.191272
dbForge SQL Complete 6.1
Uber for E-Scooters 1.0
ODBC Driver for MySQL 2.4
dbForge Schema Compare for MySQL 4.4
dbForge Studio for MySQL 8.1
dbForge Query Builder for MySQL 4.4
dbForge Data Compare for MySQL 5.5
Aqua Data Studio 19.5
ConyEdit for Windows 1.1.1
GetOrgChart 2.5.3.0
Database Workbench Pro 5.6.0
.Net VCL for Delphi 1.0.0.0
Top Code
Paste phpSoftPro 1.4.1
Deals and Discounts Website Script 1.0.2
ADO.NET Provider for ExactTarget 1.0
Solid File System OS edition 5.1
Classified Ad Lister 1.0
Aglowsoft SQL Query Tools 8.2
ICPennyBid Penny Auction Script 4.0
PHP Review Script 1.0
ATN Resume Finder 2.0
ATN Site Builder 3.0
Availability Booking Calendar PHP 1.0
PHP GZ Blog Script 1.1
ATN Jobs Software 4.0
ATN Mall 2.0
WeBuilder 2015 13.3
Code Listing by Mostafa Tazarv

Code 1-1 of 1   






Complete description of this function is provided in a PDF file. Two examples will help you to use this function for either base excitation load (earthquake) or time-variant forces on DOFs.
There is a new feature in this function which will let you limit modal analysis only to desired number of modes. For example, there is a 50-DOF structure. However, you want to do time history modal analysis only for first 7 modes not all the modes.