Fine ad
Geotechnical design and analysis software
GEO5 provides solutions for:
- Foundations design
- Retaining wall design
- Soil Settlement analyses
- Digital terrain model
- Slope stability analysis
- Excavation design
- Underground structures
- Digital terrain model
Overall Rating not rated
Reliability Rating not rated
Stability Rating not rated
Ease of Use Rating not rated
User Interface Rating not rated
Software Name: CAL-91
Description: Legacy software from 1991 to facilitate teaching of structural analysis concepts. Source code in FORTRAN and related reports can be downloaded from the earthquake engineering online archive maintained by University of California Berkeley. CAL-91: Computer Assisted Learning of Structural Analysis Wilson, Edward L. Department of Civil Engineering, University of California, Berkeley, 1991, The basic purpose of the CAL language is to bridge the gap between traditional methods of teaching structural analysis and the use of automated structural analysis programs. As a result of using CAL-91, it is hoped that engineers will understand the theory and approximations which are used in modern structural analysis programs. CAL-91 is designed to interpret a sequence of commands which are supplied by the user. The commands can be given directly in an "interactive mode," or the program can read the commands from a "batch data file." The input has been redesigned so all commands, array names, and data are in free- field form. Commands for matrix analysis, direct stiffness structural analysis, and dynamic response analysis are possible. The program is written in standard FORTRAN 77 and will operate on small microcomputers or large mainframe computers. Printer plots of results can be produced. CAL-91 is used to perform linear dynamic analysis of small structural systems. It is possible to solve the following types of dynamic problems: 1. Evaluation of free-vibration mode shapes and frequencies. 2. Automatic generation of Ritz vectors to be used in mode superposition analysis or response spectra analysis. 3. Mode superposition analysis due to arbitrary loading. 4. Response spectra analysis due to earthquake loading. 5. Step- by-step analysis of structural systems with arbitrary viscous damping.
Category: General Analysis
License Type: Freeware, Open Source
Price: Free (Last updated: 2009-02-12)
Keywords: dynamics, eigenvalue analysis, response spectrum analysis, statics, time history analysis
Data Format:
Design Code:
Languages: English
Platform:
Source Code
Status
active
WWW:
Publisher:
Distributor(s):

User contributed comments and rating

Submit Your Comments (Only for registered and logged in users. Visit the new user registration page to register or the log in page to log in.)