Comparative study of steel plate girder and prestressed concrete girder

Bridge structure has achieved a worldwide importance because they are key element of any road network. Girder bridges are structurally the simplest and the most commonly used on short to medium span bridges which typically constructed with construction material either steel or concrete. The aim of t...

وصف كامل

التفاصيل البيبلوغرافية
المؤلف الرئيسي:	Rengarajoo, Bavani
التنسيق:	أطروحة
اللغة:	الإنجليزية
منشور في:	2021
الموضوعات:	TA Engineering (General). Civil engineering (General)
الوصول للمادة أونلاين:	http://eprints.utm.my/101971/1/BavaniRengarajooMSKA2021.pdf.pdf

مواد مشابهة

Reliability analysis of prestressed concrete bridge girder beam
حسب: Kumar, Guna
منشور في: (2005)

Finite element analysis of prestressed concrete box girder bridge
حسب: Othman, Rebaz Abdulghafoor
منشور في: (2013)

Flexural behaviour of trapezoid web plate girder
حسب: Atan, Hasni @ Ihsan
منشور في: (2000)

Developing a spreadsheet program in analysing continuous prestressed segmental box girders
حسب: Chae, Tyng Feng
منشور في: (2014)

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

Deflection monitoring of cast in-situ balanced cantilever prestressed concrete box girder bridge
حسب: Azman Hambali, Mohd. Khairul
منشور في: (2012)

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

Effect of torsion on externally prestressed segmented box bridge girder
حسب: Al-Gorafi, Mohammed Abdulla Ismail
منشور في: (2011)

Construction of precast segmental box girder bridge using overhead gantry - a case study
حسب: Salleh @ Mohamed Salleh, Jazlan
منشور في: (2006)

Low intensity earthquake effects on steel girder bridges
حسب: Adnan, Azlan
منشور في: (1998)

The study on the behaviour of plate girder with profiled web / Md. Hadli Abu Hassan
حسب: Abu Hassan, Md. Hadli
منشور في: (2006)

Comparison method of segmental box girder (SBG) erection using launching gantry and trestle in MRT project
حسب: Mohamad Talib, Siti Bazura
منشور في: (2019)

Structural behavior of prestressed pretensioned concrete composite section
حسب: Abdul Abbas, Zaid F.
منشور في: (2009)

Finite element analysis of prestressed pretension concrete T-Beam
حسب: Ishag Adam, Elwalid Adam
منشور في: (2013)

Bonding behaviour between CFRP and steel plates to concrete prisms
حسب: Ling, Peter Chuan Chang
منشور في: (2007)

Steel box girder with profiled webs / Yasmin Sari Nursal
حسب: Sari Nursal, Yasmin
منشور في: (2013)

Splice system in extending the precast prestressed concrete beam span
حسب: Kamarol Zaki, Mohd. Nasir
منشور في: (2009)

Shear strength of steel-reinforced ultra-high performance concrete dry and epoxy joints for segmental girders
حسب: Gopal, Balamurugan A.
منشور في: (2019)

Parasitic moment effect for the three spans continuous prestressed concrete bridge
حسب: Salim, Siti Sarah
منشور في: (2014)

Nonlinear seismic performance of integral prestressed concrete boxgirder bridge in Malaysia
حسب: Meldi, Meldi
منشور في: (2011)

The performance of prestressed lightweight concrete beams using palm oil clinker
حسب: Noor Mohamed, Roslli
منشور في: (2001)

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

The reliability of ‘development length test and ultimate load test’ on prestress concrete sleepers
حسب: Ali, Siti Norbaizura
منشور في: (2012)

Creep and thermal response of long span prestressed concrete integral abutment bridge
حسب: Muhammad, Akilu
منشور في: (2017)

Realistic analysis and design of partially prestressed concrete beams using a non-linear approach
حسب: El-Hassan, Ahmed El-Tayeb Ahmed
منشور في: (2002)

Analysis of precast segmental box girder bridges
حسب: Elmahadi, Mohamed Abdelfatah
منشور في: (2008)

Comparison of analysis models for semi circular curved box-girder bridge deck
حسب: Faqe Rahim, Aso Abdulghafur
منشور في: (2013)

Numerical analysis on static load capacity of prestressed concrete sleepers under hypothetical bearing pressure distribution
حسب: Wan Abdul Rashid, Wan Azlan
منشور في: (2012)

Effect of steel slag and steel sludge on concrete properties
حسب: Roslan, Nurul Hidayah
منشور في: (2014)

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

Corrosion management of steel reinforced concrete
حسب: Chew, We-sen
منشور في: (2006)

Flexural behaviour of reinforced concrete beams strengthened with CFRP plates
حسب: Chan, Hoe Cheong
منشور في: (2002)

Flexural behavior of precast concrete slab with steel fibre concrete topping
حسب: Mansour, Farnoud Rahimi
منشور في: (2010)

Structural behaviour of stiffened steel plate shear wall under cyclic loading
حسب: Salimi, Muhammad Adam
منشور في: (2021)

Influence of staggered steel plate shear wall to response of building due to earthquake
حسب: Ab. Lah, Nurul Asmiera
منشور في: (2021)

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

Optimization of steel fibre reinforced concrete as concrete topping in composite slab construction
حسب: Noor Nabilah, Sarbini
منشور في: (2014)

Behaviour of box girder LRT bridge under low intensity earthquake effect using fem analysis
حسب: Abd. Karim, Izian
منشور في: (2002)

Bond stress between steel deformed bars confined with steel fiber reinforced concrete
حسب: Zakaria, Nur Hana
منشور في: (2018)

Hybrid connection of cold formed steel plates utilizing adhesive and self-drilling screws
حسب: Bong, Rackford
منشور في: (2021)