NDLI: Simplified formulae for coordinate of shear center of cold-formed thin-walled lipped channel

Content Provider	IEEE Xplore Digital Library
Author	Lu Zhegang Jian Yao
Copyright Year	2010
Description	Author affiliation: College of Urban Construction,Zhejiang Shuren University, Department of Civil Engineering, Zhejiang University, Hangzhou, China (Jian Yao) \|\| Department of Civil Engineering, Zhejiang University, Hangzhou, China (Lu Zhegang)
Abstract	In order to simplify the process of determining the elastic distortional buckling load of cold-formed thin-walled lipped channel, this paper firstly deduced the analytical formulas to determine coordinates of shear center of classic sections based on the thin-walled member theory. Parameters analyses were then carried out with the program MATLAB, leading to the simple formulas for predicting the coordinates of shear center. It proved that the proposed formulas are accurate enough and the precision of coordinate of shear center has very little effect on distortional buckling load (with 10% deviation in shear center, the maximum percentage error in distortional buckling load is less than 5%). These formulas, therefore, may be used in determination of distortional buckling load for convenience and simplification.
Starting Page	4907
Ending Page	4910
File Size	254421
Page Count	4
File Format	PDF
ISBN	9781424477371
e-ISBN	9781424477395
DOI	10.1109/MACE.2010.5536196
Language	English
Publisher	Institute of Electrical and Electronics Engineers, Inc. (IEEE)
Publisher Date	2010-06-26
Publisher Place	China
Access Restriction	Subscribed
Rights Holder	Institute of Electrical and Electronics Engineers, Inc. (IEEE)
Subject Keyword	Simplified formulas Coordinate of shear center Elastic distortional buckling load Pareto analysis MATLAB Cold-formed thin-walled lipped channel Civil engineering Thin wall structures Analytical formulas Parameter analyses
Content Type	Text
Resource Type	Article

Sl.	Authority	Responsibilities	Communication Details
1	Ministry of Education (GoI), Department of Higher Education	Sanctioning Authority	https://www.education.gov.in/ict-initiatives
2	Indian Institute of Technology Kharagpur	Host Institute of the Project: The host institute of the project is responsible for providing infrastructure support and hosting the project	https://www.iitkgp.ac.in
3	National Digital Library of India Office, Indian Institute of Technology Kharagpur	The administrative and infrastructural headquarters of the project	Dr. B. Sutradhar bsutra@ndl.gov.in
4	Project PI / Joint PI	Principal Investigator and Joint Principal Investigators of the project	Dr. B. Sutradhar bsutra@ndl.gov.in Prof. Saswat Chakrabarti will be added soon
5	Website/Portal (Helpdesk)	Queries regarding NDLI and its services	support@ndl.gov.in
6	Contents and Copyright Issues	Queries related to content curation and copyright issues	content@ndl.gov.in
7	National Digital Library of India Club (NDLI Club)	Queries related to NDLI Club formation, support, user awareness program, seminar/symposium, collaboration, social media, promotion, and outreach	clubsupport@ndl.gov.in
8	Digital Preservation Centre (DPC)	Assistance with digitizing and archiving copyright-free printed books	dpc@ndl.gov.in
9	IDR Setup or Support	Queries related to establishment and support of Institutional Digital Repository (IDR) and IDR workshops	idr@ndl.gov.in

Design Reliability Analysis of Cold-Formed Thin-Walled Steel Members with Lipped Channel Sections Considering Distortional Buckling

EWM-based design method for distortional buckling of cold-formed thin-walled lipped channel sections with holes

Shear buckling characteristics of cold-formed steel channel beams

Distortional-Global Buckling Interaction Relevance in Cold-Formed Steel Lipped Channel Columns

Local/Distortional/Global buckling mode interaction on thin walled lipped channel columns

Thin-walled column design considering local, distortional and euler buckling.

Distortional buckling behaviour of intermediate cold-formed steel lipped channel section with various web stiffeners under compression

Local/Distortional/Global buckling mode interaction on thin walled lipped channel columns

Distortional buckling behavior and design method of cold-formed steel lipped channel with rectangular holes under axial compression

Simplified formulae for coordinate of shear center of cold-formed thin-walled lipped channel

Similar Documents

Design Reliability Analysis of Cold-Formed Thin-Walled Steel Members with Lipped Channel Sections Considering Distortional Buckling

EWM-based design method for distortional buckling of cold-formed thin-walled lipped channel sections with holes

Shear buckling characteristics of cold-formed steel channel beams

Distortional-Global Buckling Interaction Relevance in Cold-Formed Steel Lipped Channel Columns

Local/Distortional/Global buckling mode interaction on thin walled lipped channel columns

Thin-walled column design considering local, distortional and euler buckling.

Distortional buckling behaviour of intermediate cold-formed steel lipped channel section with various web stiffeners under compression

Local/Distortional/Global buckling mode interaction on thin walled lipped channel columns

Distortional buckling behavior and design method of cold-formed steel lipped channel with rectangular holes under axial compression

Simplified formulae for coordinate of shear center of cold-formed thin-walled lipped channel