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Employment (1)

University of Campinas: Campinas, São Paulo, BR

2013-10-01 to present | Assistant Professor (School of Civil Engineering, Architecture and Urban Design)
Employment
Source: Self-asserted source
Cilmar Basaglia

Works (43)

Direct Strength Design of Circular Cylindrical Steel Shells under Uniform External Pressure

Buildings
2024-09 | Journal article | Author
Contributors: Rodrigo da Silva Manera; Cilmar Basaglia; D Camotim
Source: check_circle
Multidisciplinary Digital Publishing Institute

Developments on the GBT-based stability analysis of thin-walled members and structural systems

Analysis and Design of Plated Structures
2022 | Journal article
Contributors: D. Camotim; R. Gonçalves; C. Basaglia
Source: check_circle
Web of Science Researcher Profile Sync

Editorial

2015 | Journal article
DOI:

10.1016/j.compstruc.2014.11.005

EID:

2-s2.0-84912557952

Contributors: Camotim, D.; Basaglia, C.; Aguilar Madeira, J.F.; Pina, H.; Ilanko, S.; Kennedy, D.; Rabczuk, T.; Mota Soares, C.M.; Araujo, A.L.; Moleiro Duarte, F. et al.
Source: Self-asserted source
Cilmar Basaglia via Scopus - Elsevier
grade
Preferred source (of 2)‎

About the influence of the cross-section geometry on the distortional post-buckling strength of cold-formed steel columns

2014 | Conference paper
EID:

2-s2.0-84907418036

Contributors: Basaglia, C.; Landesmann, A.; Camotim, D.
Source: Self-asserted source
Cilmar Basaglia via Scopus - Elsevier
grade
Preferred source (of 2)‎

Behaviour, failure and DSM design of cold-formed steel beams: Influence of the load point of application

2014 | Journal article
DOI:

10.1016/j.tws.2013.07.007

EID:

2-s2.0-84900808900

Contributors: Basaglia, C.; Camotim, D.; Coda, H.
Source: Self-asserted source
Cilmar Basaglia via Scopus - Elsevier
grade
Preferred source (of 2)‎

Buckling Analysis of Thin-Walled Steel Structural Systems Using Generalized Beam Theory (GBT)

2014 | Journal article
DOI:

10.1142/S0219455415400040

EID:

2-s2.0-84914710780

Contributors: Basaglia, C.; Camotim, D.
Source: Self-asserted source
Cilmar Basaglia via Scopus - Elsevier
grade
Preferred source (of 2)‎

On the behaviour, failure and direct strength design of thin-walled steel structural systems

2014 | Journal article
DOI:

10.1016/j.tws.2013.11.013

EID:

2-s2.0-84900789627

Contributors: Camotim, D.; Basaglia, C.
Source: Self-asserted source
Cilmar Basaglia via Scopus - Elsevier
grade
Preferred source (of 2)‎

Behaviour of I-section columns experiencing local-global mode interaction: Analytical and finite element modeling

2013 | Conference paper
EID:

2-s2.0-84889026768

Contributors: Wadee, M.A.; Bai, L.; Camotim, D.; Basaglia, C.
Source: Self-asserted source
Cilmar Basaglia via Scopus - Elsevier
grade
Preferred source (of 2)‎

Buckling, postbuckling, strength, and DSM design of cold-formed steel continuous lipped channel beams

2013 | Journal article
DOI:

10.1061/(ASCE)ST.1943-541X.0000651

EID:

2-s2.0-84877766537

Contributors: Basaglia, C.; Camotim, D.
Source: Self-asserted source
Cilmar Basaglia via Scopus - Elsevier
grade
Preferred source (of 2)‎

Distortional post-buckling behavior and strength of cold-formed steel columns: How does the cross-section geometry affect it?

2013 | Conference paper
EID:

2-s2.0-84883357587

Contributors: Landesmann, A.; Camotim, D.; Basaglia, C.
Source: Self-asserted source
Cilmar Basaglia via Scopus - Elsevier
grade
Preferred source (of 2)‎

Enhanced generalised beam theory buckling formulation to handle transverse load application effects

2013 | Journal article
DOI:

10.1016/j.ijsolstr.2012.10.010

EID:

2-s2.0-84871459968

Contributors: Basaglia, C.; Camotim, D.
Source: Self-asserted source
Cilmar Basaglia via Scopus - Elsevier
grade
Preferred source (of 2)‎

GBT-based assessment of the buckling behaviour of cold-formed steel purlins restrained by sheeting

2013 | Journal article
DOI:

10.1016/j.tws.2013.06.005

EID:

2-s2.0-84885179573

Contributors: Basaglia, C.; Camotim, D.; Gonçalves, R.; Graça, A.
Source: Self-asserted source
Cilmar Basaglia via Scopus - Elsevier
grade
Preferred source (of 2)‎

Influence of cross-section geometry on the distortional post-buckling strength of cold-formed steel columns

2013 | Conference paper
EID:

2-s2.0-84889062502

Contributors: Landesmann, A.; Camotim, D.; Basaglia, C.
Source: Self-asserted source
Cilmar Basaglia via Scopus - Elsevier
grade
Preferred source (of 2)‎

Local and global vibration analysis of thin-walled steel frames using generalised beam theory (GBT)

2013 | Conference paper
EID:

2-s2.0-84889024446

Contributors: Basaglia, C.; Camotim, D.; Coda, H.B.
Source: Self-asserted source
Cilmar Basaglia via Scopus - Elsevier
grade
Preferred source (of 2)‎

Post-buckling analysis of thin-walled steel frames using generalised beam theory (GBT)

2013 | Journal article
DOI:

10.1016/j.tws.2012.07.003

EID:

2-s2.0-84868254759

Contributors: Basaglia, C.; Camotim, D.; Silvestre, N.
Source: Self-asserted source
Cilmar Basaglia via Scopus - Elsevier
grade
Preferred source (of 2)‎

Buckling analysis of steel trusses with thin-walled RHS members using Generalised Beam Theory (GBT)

2012 | Conference paper
EID:

2-s2.0-84867725178

Contributors: Basaglia, C.; Camotim, D.
Source: Self-asserted source
Cilmar Basaglia via Scopus - Elsevier
grade
Preferred source (of 2)‎

Buckling, post-buckling, collapse and design of thin-walled steel continuous beams and frames

2012 | Journal article
EID:

2-s2.0-84893952307

Contributors: Basaglia, C.; Camotim, D.; Coda, H.B.
Source: Self-asserted source
Cilmar Basaglia via Scopus - Elsevier

GBT-based assessment of the buckling behavior of cold-formed steel purlins restrained by sheeting

2012 | Conference paper
EID:

2-s2.0-84866274236

Contributors: Graça, A.; Basaglia, C.; Camotim, D.; Gonçalves, R.
Source: Self-asserted source
Cilmar Basaglia via Scopus - Elsevier
grade
Preferred source (of 2)‎

GBT-based local and global post-buckling analysis of Roorda's frame

2012 | Conference paper
EID:

2-s2.0-84871629821

Contributors: Camotim, D.; Basaglia, C.
Source: Self-asserted source
Cilmar Basaglia via Scopus - Elsevier
grade
Preferred source (of 2)‎

On the behavior, failure and DSM design of thin-walled steel frames

2012 | Conference paper
EID:

2-s2.0-84866278121

Contributors: Basaglia, C.; Camotim, D.
Source: Self-asserted source
Cilmar Basaglia via Scopus - Elsevier
grade
Preferred source (of 2)‎

Some thoughts on a surprising result concerning the lateral-torsional buckling of monosymmetric I-section beams

2012 | Journal article
DOI:

10.1016/j.tws.2012.06.015

EID:

2-s2.0-84865547337

Contributors: Camotim, D.; Andrade, A.; Basaglia, C.
Source: Self-asserted source
Cilmar Basaglia via Scopus - Elsevier
grade
Preferred source (of 2)‎

Torsion warping transmission at thin-walled frame joints: Kinematics, modelling and structural response

2012 | Journal article
DOI:

10.1016/j.jcsr.2011.07.016

EID:

2-s2.0-80053632501

Contributors: Basaglia, C.; Camotim, D.; Silvestre, N.
Source: Self-asserted source
Cilmar Basaglia via Scopus - Elsevier
grade
Preferred source (of 2)‎

Using Generalized Beam Theory (GBT) to assess the buckling behavior of cold-formed steel structural systems

2012 | Conference paper
EID:

2-s2.0-84873372892

Contributors: Basaglia, C.; Camotim, D.
Source: Self-asserted source
Cilmar Basaglia via Scopus - Elsevier
grade
Preferred source (of 2)‎

Enhanced generalised beam theory buckling formulations to handle transverse load application effects

2011 | Conference paper
EID:

2-s2.0-84858378539

Contributors: Basaglia, C.; Camotim, D.
Source: Self-asserted source
Cilmar Basaglia via Scopus - Elsevier

Non-linear GBT formulation for open-section thin-walled members with arbitrary support conditions

2011 | Journal article
DOI:

10.1016/j.compstruc.2011.07.001

EID:

2-s2.0-80052924811

Contributors: Basaglia, C.; Camotim, D.; Silvestre, N.
Source: Self-asserted source
Cilmar Basaglia via Scopus - Elsevier

On the incorporation of load application effects in the GBT buckling analysis of thin-walled steel beams and frames

2011 | Conference paper
EID:

2-s2.0-81255210918

Contributors: Basaglia, C.; Camotim, D.
Source: Self-asserted source
Cilmar Basaglia via Scopus - Elsevier

Buckling analysis of cold-formed RHS frames using Generalised Beam Theory

2010 | Conference paper
EID:

2-s2.0-84859594558

Contributors: Basaglia, C.; Camotim, D.
Source: Self-asserted source
Cilmar Basaglia via Scopus - Elsevier

Buckling, post-buckling, collapse and design of two-span cold-formed steel beams

2010 | Conference paper
EID:

2-s2.0-84890258866

Contributors: Basaglia, C.; Camotim, D.
Source: Self-asserted source
Cilmar Basaglia via Scopus - Elsevier

GBT buckling analysis of thin-walled steel frames: A state-of-the-art report

2010 | Journal article
DOI:

10.1016/j.tws.2009.12.003

EID:

2-s2.0-77954339350

Contributors: Camotim, D.; Basaglia, C.; Silvestre, N.
Source: Self-asserted source
Cilmar Basaglia via Scopus - Elsevier

GBT-based buckling analysis of thin-walled steel frames with arbitrary loading and support conditions

2010 | Journal article
DOI:

10.1142/S0219455410003531

EID:

2-s2.0-77953720126

Contributors: Basaglia, C.; Camotim, D.; Silvestre, N.
Source: Self-asserted source
Cilmar Basaglia via Scopus - Elsevier

Local, distortional and global post-buckling analysis of frames using generalised beam theory

2010 | Journal article
EID:

2-s2.0-84893842440

Contributors: Basaglia, C.; Camotim, D.; Silvestre, N.
Source: Self-asserted source
Cilmar Basaglia via Scopus - Elsevier

Non-linear GBT for thin-walled steel frames: Formulation, implementation and application

2010 | Conference paper
EID:

2-s2.0-77955071838

Contributors: Basaglia, C.; Camotim, D.; Silvestre, N.
Source: Self-asserted source
Cilmar Basaglia via Scopus - Elsevier

On the direct strength design of continuous cold-formed steel beams

2010 | Conference paper
EID:

2-s2.0-79951867942

Contributors: Basaglia, C.; Camotim, D.
Source: Self-asserted source
Cilmar Basaglia via Scopus - Elsevier

Buckling behaviour of locally and globally braced thin-walled steel frames

2009 | Conference paper
EID:

2-s2.0-84867861367

Contributors: Basaglia, C.; Camotim, D.; Silvestre, N.
Source: Self-asserted source
Cilmar Basaglia via Scopus - Elsevier

GBT-based local, distortional and global buckling analysis of thin-walled steel frames

2009 | Journal article
DOI:

10.1016/j.tws.2009.04.003

EID:

2-s2.0-68749106825

Contributors: Basaglia, C.; Camotim, D.; Silvestre, N.
Source: Self-asserted source
Cilmar Basaglia via Scopus - Elsevier

Non-linear generalised beam theory formulation for open-section thin-walled members with arbitrary support conditions

2009 | Conference paper
EID:

2-s2.0-84858379663

Contributors: Basaglia, C.; Camotim, D.; Silvestre, N.
Source: Self-asserted source
Cilmar Basaglia via Scopus - Elsevier

GBT-based buckling analysis of thin-walled members with non-standard support conditions

2008 | Journal article
DOI:

10.1016/j.tws.2008.01.019

EID:

2-s2.0-44649125471

Contributors: Camotim, D.; Silvestre, N.; Basaglia, C.; Bebiano, R.
Source: Self-asserted source
Cilmar Basaglia via Scopus - Elsevier

GBT-based post-buckling analysis of thin-walled steel members and frames

2008 | Conference paper
EID:

2-s2.0-52349083238

Contributors: Basaglia, C.; Camotim, D.; Silvestre, N.
Source: Self-asserted source
Cilmar Basaglia via Scopus - Elsevier

Global buckling analysis of plane and space thin-walled frames in the context of GBT

2008 | Journal article
DOI:

10.1016/j.tws.2007.07.007

EID:

2-s2.0-36148955060

Contributors: Basaglia, C.; Camotim, D.; Silvestre, N.
Source: Self-asserted source
Cilmar Basaglia via Scopus - Elsevier

GBT-based analysis of the local and global buckling behaviour of thin-walled steel frames subjected to arbitrary loadings

2007 | Conference paper
EID:

2-s2.0-84858010518

Contributors: Basaglia, C.; Camotim, D.; Silvestre, N.
Source: Self-asserted source
Cilmar Basaglia via Scopus - Elsevier

GBT-based analysis of the local-plate, distortional and global buckling behavior of thin-walled steel frames

2007 | Conference paper
EID:

2-s2.0-52349106344

Contributors: Basaglia, C.; Camotim, D.; Silvestre, N.
Source: Self-asserted source
Cilmar Basaglia via Scopus - Elsevier

GBT-based analysis of the local and global buckling behavior of cold-formed steel frames

2006 | Conference paper
EID:

2-s2.0-33846952133

Contributors: Basaglia, C.; Camotim, D.; Silvestre, N.
Source: Self-asserted source
Cilmar Basaglia via Scopus - Elsevier

GBT-based global buckling analysis of plane and space thin-walled steel frames

2006 | Conference paper
EID:

2-s2.0-68749114204

Contributors: Basaglia, C.; Camotim, D.; Silvestre, N.
Source: Self-asserted source
Cilmar Basaglia via Scopus - Elsevier

Peer review (32 reviews for 3 publications/grants)

Review activity for Journal of structural engineering. (1)
Review activity for The Journal of constructional steel research. (19)
Review activity for Thin-walled structures (12)