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: TSAP

TUBULAR STRUCTURAL ANALYSIS PROGRAMS

VERSION 1

BY

SEID. SAEED. MAHINI

copyrigt (c ) 1373
ISFAHAN UNIVERSITY OF TECHNOLOGY
Al l rights reserved
40 STORY

BUILDING UNDER TRIANG.DISTR.LOAD UNITS: ton.m.

IUT/TSAP-TUBULAR STRUCTURAL ANALYSIS PROGRAM

PROGRAM : TSAP/F LE : TBT40S . FRM CLOCMN FORCES AT LEVEL 2
COL OUTPCT MAJOR

MAJOR AXIAL ID PO 1 NT MOMENT SHEAR FORCE

1TOP1 8 . 421 0 . 06-105. 63
BOTTOM- 18 .42
IUTCD/TSAP-TUBULAR STRUCTURAL ANALYSIS PROGRAM
PROGRAM

: . DSP
LEVELLATERAL DISPLACEMENTS
40

• 29667
39- . 29203
tubular systems

5. closed form8. functional
bundled tube6. tubular structural analysis

9. lateral displacement

discreteprograms

orthotropic

7. shear lag
-2438520722

Tube structures” Joumal of structural Division, ASCE Nov., 1975.
4- Connor, J. J., “Simple model for Design of Framed

2- khan, and Amin, “Analysis and Design of Framed Tube structures,” Journal of structural Engineering, Tube structures for tall concrete Buildings,” ACI December 1991.
Journal, sp. 36., 1973. 5- Microsoft Quick Basic For IBM Personal Computers 3- coull, A. and Bose, “Simplified Analysis of Framed – and Compatibles Microsoft Corporation.



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