CAESETS
Comprehensive Analytic Engineering, Inc.
CAE SETS (Structure Engineering Turnkey System): True #1

ALL PROGRAMS with proprietary ownership are AVAILABLE:
1) World-wide 24-hr On-line Graph-Compu Services
2) Delivery to your site for ON-SITE LEASE/SALE conventionally.


To dispell sale inflated gimmicks:
  • In theory: Except time-history analysis, no structure can be analyzed for commercially useful non-linear dynamic analysis. A non-linear structure must be first linearized befor dynamic analysis, which is based on a second order differential equation, can be performed.
  • A non-linear structure with geometric displacement (big or small) can be linearized after its final converging position is obtained.
  • Vendor's USP (Hyper-STRUDL) can do all above to linearize such structures.
  • See a published theoretical BREAK-THROUGH in finite element theory since 1970.

    NO DOWN LOAD IS ALLOWED.     NO DOWN LOAD IS ALLOWED.   NO DOWN LOAD IS ALLOWED.   NO DOWN LOAD IS ALLOWED.   NO DOWN LOAD IS ALLOWED.   NO DOWN LOAD IS ALLOWED.    NO DOWN LOAD IS ALLOWED.    NO DOWN LOAD IS ALLOWED.    NO DOWN LOAD IS ALLOWED.

    FLOOR LOAD CODE I D NO. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 51 52 53 54 55 56 57 58

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    Structure - Programming - Vibration - Foundation - Civil

    P.O. Box 1210
    18 Greenway Drive
    Cromwell, CT 06416
    USA

    Phone/Fax: 860-635-1212
    Email: cae@caesets.com
    Email: cae@caesets.net


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    This page was last updated on 06/30/99 & 11/13/2004