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...

وصف كامل

التفاصيل البيبلوغرافية
المؤلف الرئيسي:	Hasan, Hazwani
التنسيق:	أطروحة
اللغة:	الإنجليزية
منشور في:	2017
الموضوعات:	T Technology TA Engineering (General). Civil engineering (General)
الوصول للمادة أونلاين:	http://eprints.usm.my/45757/

مواد مشابهة

Bending Behaviour Of Triangular Web Profile Steel Beam Section
حسب: Hashim, Nor Salwani
منشور في: (2012)

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

Lateral torsional buckling of trapezoid corrugated web section
حسب: Jamali, Salina
منشور في: (2003)

Flexural capacity of corrugated web girders with H-section flange
حسب: Huan, Tuong Ying
منشور في: (2002)

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

Structural behaviour of composite beams with cold formed steel section
حسب: Ahmed Bamaga, Saleh Omar
منشور في: (2013)

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

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

A computational study on multiple perforated hollow circular section
حسب: Woo, Yian Peen
منشور في: (2017)

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

Local flange buckling of sections with trapezoidal web profile
حسب: Ng, Zee Leong
منشور في: (2002)

Behaviour of partial strength connections with trapezoid web profiled stell sections
حسب: Sulaiman, Arizu
منشور في: (2007)

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

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

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

Warping constant of steel section
حسب: Yong, Jitt Ching
منشور في: (2003)

Plastic behaviour of strengthened cold-formed steel section
حسب: Setiyawan, Prabowo
منشور في: (2012)

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

Finite element analysis of standard T-section bridge prestressed concrete beam
حسب: Akbar, Ibrisam
منشور في: (2001)

Performance of perforated piles as a wave attenuator
حسب: Mohd. Anuar, Norzana
منشور في: (2008)

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

Warping behaviour of cantilever steel beam with openings
حسب: Tan, Yu Chai
منشور في: (2005)

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

Behaviour of composite partial strength connections with built - up steel sections
حسب: Saggaff, Anis
منشور في: (2007)

Deflection on ferrogrout I-beam : experimental and finite element method
حسب: Sim , See Luen
منشور في: (2004)

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

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

Flexural behavior of steel fiber reinforced concrete beams
حسب: Pesaran Behbahani, Hamid
منشور في: (2010)

Flexural performance of steel fiber reinforced concrete beam
حسب: Mallum, Isa
منشور في: (2015)

Parametric analysis of corrugated plate by using ANSYS finite element software
حسب: Abbas, Hajer Satih
منشور في: (2013)

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

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

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

Warping behaviour of trapezoidal web profile
حسب: Sheikh, Salman Ullah
منشور في: (2002)

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

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

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

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

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

Secondary bending moment of trapezoid web beam under shear loading
حسب: Fong, Shiau Ween
منشور في: (2006)