header
Local cover image
Local cover image
Image from OpenLibrary

Design optimization of steel frames with built-up tapered sections using simulated annealing method / Tamer Mohamed Mahmoud Seleem ; Supervised Sherif A. Mourad

By: Contributor(s): Material type: TextTextLanguage: English Publication details: Cairo : Tamer Mohamed Mahmoud Seleem , 2014Description: 94 P. : charts ; 30cmOther title:
  • التصميم الامثل للإطارات الصلب المكونة من قطاعات متغيرة العمق باستخدام طريقة محاكاة التصلب [Added title page title]
Subject(s): Online resources: Available additional physical forms:
  • Issued also as CD
Dissertation note: Thesis (Ph.D.) - Cairo University - Faculty of Engineering - Department of Civil Engineering Summary: Design of steel frames with non-uniform cross-section members is always a complex problem. In this study, an algorithm is presented for the optimum design of steel frames with tapered built-up I sections based on simulated annealing (SA) method. Flexural and axial constraints of the AISC 2005 code (Allowable Stress Design- ASD) are applied. The strength constraints take into account the lateral-torsional buckling resistance of frame segments between the adjacent lateral restraints. Each frame member consists of one or more segments; each segment has a linearly varying depth, while the flange width is constant for each segment, it may vary from segment to segment each segment. The depth at the start and end of each segment, top and bottom flange thickness and, flange width are all design variables used in the formulation of the design problem
Tags from this library: No tags from this library for this title. Log in to add tags.
Star ratings
    Average rating: 0.0 (0 votes)
Holdings
Item type Current library Home library Call number Copy number Status Barcode
Thesis Thesis قاعة الرسائل الجامعية - الدور الاول المكتبة المركزبة الجديدة - جامعة القاهرة Cai01.13.05.Ph.D.2014.Ta.D (Browse shelf(Opens below)) Not for loan 01010110065024000
CD - Rom CD - Rom مخـــزن الرســائل الجـــامعية - البدروم المكتبة المركزبة الجديدة - جامعة القاهرة Cai01.13.05.Ph.D.2014.Ta.D (Browse shelf(Opens below)) 65024.CD Not for loan 01020110065024000

Thesis (Ph.D.) - Cairo University - Faculty of Engineering - Department of Civil Engineering

Design of steel frames with non-uniform cross-section members is always a complex problem. In this study, an algorithm is presented for the optimum design of steel frames with tapered built-up I sections based on simulated annealing (SA) method. Flexural and axial constraints of the AISC 2005 code (Allowable Stress Design- ASD) are applied. The strength constraints take into account the lateral-torsional buckling resistance of frame segments between the adjacent lateral restraints. Each frame member consists of one or more segments; each segment has a linearly varying depth, while the flange width is constant for each segment, it may vary from segment to segment each segment. The depth at the start and end of each segment, top and bottom flange thickness and, flange width are all design variables used in the formulation of the design problem

Issued also as CD

There are no comments on this title.

to post a comment.

Click on an image to view it in the image viewer

Local cover image