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169642

Stability Checks of Columns and Beams in Braced Frames Using Elastic Effective Lengths.

Article

Last updated: 22 Jan 2023

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Subjects

-

Tags

Civil Engineering

Abstract

Checking for stability of columns and beams in braced frames is based on the elastic effective lengths. Simple design formulae. for checking the stability of the individual Pin-ended columns, are derived, where the effective length is equal to the line structure length. In this paper the problem of checking the stability of single braced frames, by using the equivalent column approach is considered. i.e the stability check of the total braced frame is replaced by stability cheeks of the individual Columns. Requirements necessary for the beans of a simple braced frame are sought, when the column is checked for stability using the elastic effective length. 

DOI

10.21608/bfemu.2021.169642

Authors

First Name

Ahmed

Last Name

Badr

MiddleName

-

Affiliation

Lecturer at Structural Engineering Department., Faculty of Engineering., El-Mansoura University., Mansoura., Egypt.

Email

profdrabadr@yahoo.com

City

Mansoura

Orcid

-

Volume

16

Article Issue

1

Related Issue

24660

Issue Date

1991-05-01

Receive Date

1991-01-09

Publish Date

2021-05-01

Page Start

48

Page End

60

Print ISSN

1110-0923

Online ISSN

2735-4202

Article File

BFEMU_Volume 16_Issue 1_Pages 48-60.pdf

PDF . 127.0kB

Link

https://bfemu.journals.ekb.eg/article_169642.html

Detail API

https://bfemu.journals.ekb.eg/service?article_code=169642

Order

12

Type

Research Studies

Type Code

1,205

Publication Type

Journal

Publication Title

MEJ. Mansoura Engineering Journal

Publication Link

https://bfemu.journals.ekb.eg/

MainTitle

-

Details

Type

Article

Created At

22 Jan 2023