The Efficiency Of I-Beam Steel Section With Perforated-Corrugated Web Profile

This study investigates the structural efficiency of the triangular web profile (TriWP) steel section with perforation. Two stages were included which comprised of 359 models that were analysed. In Stage 1, the structural efficiency of the TriWP with perforation with the dimension of 200 mm × 100...

Description complète

Détails bibliographiques
Auteur principal:	Hasan, Hazwani
Format:	Thèse
Langue:	anglais
Publié:	2017
Sujets:	T Technology TA Engineering (General). Civil engineering (General)
Accès en ligne:	http://eprints.usm.my/45757/

Documents similaires

Bending Behaviour Of Triangular Web Profile Steel Beam Section
par: Hashim, Nor Salwani
Publié: (2012)

Performance test on composite beam with trapezoid web profile (TWP) steel section
par: Goh, Kee Keong
Publié: (2002)

Lateral torsional buckling of trapezoid corrugated web section
par: Jamali, Salina
Publié: (2003)

Flexural capacity of corrugated web girders with H-section flange
par: Huan, Tuong Ying
Publié: (2002)

Analysis of concrete-corrugated-steel slab based on modified transformed section method
par: Mohammadi Bazargan, Hossein
Publié: (2014)

Structural behaviour of composite beams with cold formed steel section
par: Ahmed Bamaga, Saleh Omar
Publié: (2013)

Beam-to-column connection using hollow steel section for precast concrete frames
par: Majid, Mohamad Zaki
Publié: (2010)

Analysis of corrugated web beam to column extended end plate connection using LUSAS software
par: Alisibramulisi, Anizahyati
Publié: (2006)

A computational study on multiple perforated hollow circular section
par: Woo, Yian Peen
Publié: (2017)

Energy dissipation and ductility of steel plate shear wall with perforation
par: Basius, Mohd. Syafiq
Publié: (2019)

Local flange buckling of sections with trapezoidal web profile
par: Ng, Zee Leong
Publié: (2002)

Behaviour of partial strength connections with trapezoid web profiled stell sections
par: Sulaiman, Arizu
Publié: (2007)

The effect of opening on the strength of corrugated web plate girder subjected to shear
par: Mohammad Sulanah, Nina Imelda
Publié: (2004)

Behaviour of pin partial strenght beam-to-column connections with double channel cold-formed steel sections
par: Tan, Cher Siang
Publié: (2009)

Secondary bending moment in the design of beam with trapezoid web profile
par: Mohd Kesah, Mohd Nazaruddin
Publié: (2009)

Warping constant of steel section
par: Yong, Jitt Ching
Publié: (2003)

Plastic behaviour of strengthened cold-formed steel section
par: Setiyawan, Prabowo
Publié: (2012)

Development of validated finite element model for reinforced thin-walled I-beam using steel patch method
par: Rokhim, Mochamad Iqbal
Publié: (2021)

Finite element analysis of standard T-section bridge prestressed concrete beam
par: Akbar, Ibrisam
Publié: (2001)

Performance of perforated piles as a wave attenuator
par: Mohd. Anuar, Norzana
Publié: (2008)

Structural behaviour of end-plate connections on hybrid beam to cruciform column section
par: Tan, Boon Cheik
Publié: (2020)

Warping behaviour of cantilever steel beam with openings
par: Tan, Yu Chai
Publié: (2005)

Development of new cold-formed steel sections for roof truss system
par: Thong, Chin Mun
Publié: (2003)

Behaviour of composite partial strength connections with built - up steel sections
par: Saggaff, Anis
Publié: (2007)

Deflection on ferrogrout I-beam : experimental and finite element method
par: Sim , See Luen
Publié: (2004)

Efficiency Of Using Steel End Caps In Improving The Post-Fire Flexural Behavior Of Frp Reinforced Concrete Beams
par: Hamad, Rami J. A.
Publié: (2017)

Experimental And Finite Element Analyses Of Corrugated Web Steel Beams Subjected To Bending Loads
par: Chan, Chee Leong
Publié: (2002)

Flexural behavior of steel fiber reinforced concrete beams
par: Pesaran Behbahani, Hamid
Publié: (2010)

Flexural performance of steel fiber reinforced concrete beam
par: Mallum, Isa
Publié: (2015)

Parametric analysis of corrugated plate by using ANSYS finite element software
par: Abbas, Hajer Satih
Publié: (2013)

Economic aspect of square hollow section (SHS) in the design of multi-storey unbraced steel frame
par: Lau, Hui Hie
Publié: (2013)

Numerical simulation of axially loaded concrete filled hollow steel section columns at elevated temperatures
par: Rizalman, Ahmad Nurfaidhi
Publié: (2016)

Performance of steel sections strengthened with carbon fibre reinforced polymer plate under tropical climate
par: Gholami, Mehran
Publié: (2015)

Warping behaviour of trapezoidal web profile
par: Sheikh, Salman Ullah
Publié: (2002)

Efficiency Of Using Steel End Caps In Improving The Post-Fire Flexural Behavior Of Frp Reinforced Concrete Beams
par: Hamad, Rami J. A.
Publié: (2017)

Non-linear analysis of botlted flush endplate steel beam-to-column connections
par: Chou, Ka Chun
Publié: (2017)

Structural behaviour of an innovative precast cold-formed steel ferrocement as composite beam
par: Alhajri, Talal M. H. F.
Publié: (2014)

Design behaviour of cold-formed steel encased composite beam with protruded link
par: Buhari, Suffian
Publié: (2018)

Thermal performance of axially restrained steel beams with slant end-plate connections
par: Zahmatkesh, Farshad
Publié: (2015)

Secondary bending moment of trapezoid web beam under shear loading
par: Fong, Shiau Ween
Publié: (2006)