Splice system in extending the precast prestressed concrete beam span

This project focuses on the use of splicing precast concrete beams to extend their span length. Precast prestressed concrete beams are economical solutions for many bridges, due to various restrictions such as weight and hauling length they are rarely used for spans greater than 40 m. This project w...

पूर्ण विवरण

ग्रंथसूची विवरण
मुख्य लेखक:	Kamarol Zaki, Mohd. Nasir
स्वरूप:	थीसिस
भाषा:	अंग्रेज़ी
प्रकाशित:	2009
विषय:	TA Engineering (General). Civil engineering (General)
ऑनलाइन पहुंच:	http://eprints.utm.my/12300/6/MohdNasirKamarolMFKA2009.pdf

समान संसाधन

Parasitic moment effect for the three spans continuous prestressed concrete bridge
द्वारा: Salim, Siti Sarah
प्रकाशित: (2014)

Creep and thermal response of long span prestressed concrete integral abutment bridge
द्वारा: Muhammad, Akilu
प्रकाशित: (2017)

Finite element analysis of prestressed pretension concrete T-Beam
द्वारा: Ishag Adam, Elwalid Adam
प्रकाशित: (2013)

Reliability analysis of prestressed concrete bridge girder beam
द्वारा: Kumar, Guna
प्रकाशित: (2005)

Behaviour of grouted splice connections in precast concrete walls subjected to tensile, shear and flexural loads
द्वारा: Ling, Jen Hua
प्रकाशित: (2011)

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

Improving the performance of precast concrete beam-to-beam connection with inadequate lap length
द्वारा: Ling, Jen Hua
प्रकाशित: (2007)

The performance of prestressed lightweight concrete beams using palm oil clinker
द्वारा: Noor Mohamed, Roslli
प्रकाशित: (2001)

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

Seismic effect on precast concrete structure for beam to column connection
द्वारा: Liew, Ming Hui
प्रकाशित: (2008)

Behaviour of pinned beam-to-column connections for precast concrete frames
द्वारा: Chan, Dennis Paul Leong
प्रकाशित: (2006)

Nonlinear finite element analysis of the precast concrete beam-to-column connection
द्वारा: Hii , Jing Song
प्रकाशित: (2004)

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

Flexural behavior of permanent precast formwork beams
द्वारा: Md. Yusuf, Nurulsiqqin Aishah
प्रकाशित: (2014)

Dynamic behaviour of long span cantilever steel-concrete composite floor
द्वारा: Ahwang, Amisah
प्रकाशित: (2017)

Structural behavior of prestressed pretensioned concrete composite section
द्वारा: Abdul Abbas, Zaid F.
प्रकाशित: (2009)

The application of precast concrete technology in industrialised building system (IBS)
द्वारा: Abdul Rahim, Siti Mazlinah
प्रकाशित: (2004)

Finite element analysis of prestressed concrete box girder bridge
द्वारा: Othman, Rebaz Abdulghafoor
प्रकाशित: (2013)

Comparative study of steel plate girder and prestressed concrete girder
द्वारा: Rengarajoo, Bavani
प्रकाशित: (2021)

Finite element modeling and probabilistics analysis of prestressed inversted T-beam with web opening
द्वारा: Tie, Ming
प्रकाशित: (2021)

Non-linear analysis of RC bridge slab on prestressed beams in transverse direction
द्वारा: Gan, Zhi Han
प्रकाशित: (2019)

Flexural behavior of precast concrete slab with steel fibre concrete topping
द्वारा: Mansour, Farnoud Rahimi
प्रकाशित: (2010)

Nonlinear seismic performance of integral prestressed concrete boxgirder bridge in Malaysia
द्वारा: Meldi, Meldi
प्रकाशित: (2011)

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

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

Performance of integral bridge with various span lengths
द्वारा: Tuan Abdul Manaf, Tuan Khusairry
प्रकाशित: (2014)

Seismic fragility of concrete building in Malaysia considering the effects of inadequate lap splice length
द्वारा: Bavan, Mahesan
प्रकाशित: (2022)

Performance of lightweight concrete using palm oil clinker aggregates for precast application
द्वारा: Azillah, Nazry
प्रकाशित: (2018)

Seismic fragility analysis on low-ductile reinforced concrete frame with inadequate lap splice length
द्वारा: Koon, Foo Siong
प्रकाशित: (2020)

Seismic fragility analysis on low-ductile reinforced concrete frame with inadequate lap splice length
द्वारा: Koon, Foo Siong
प्रकाशित: (2020)

Precast construction database management system
द्वारा: Lim , Wey Heng
प्रकाशित: (2004)

Performance of load-bearing precast concrete wall with base isolation subjected to seismic loadings
द्वारा: Tiong, Patrick Liq Yee
प्रकाशित: (2014)

Empirical model of natural frequency for single span integral bridge
द्वारा: Ibrahim, Muhammad Khairil
प्रकाशित: (2020)

Shear reinforcement systems in rectangular reinforced concrete beams
द्वारा: Ullah Khan, Saif
प्रकाशित: (2020)

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

Seismic fragility of tall concrete wall structures in Malaysia under near-field earthquakes considering inadequate splice length
द्वारा: Masoomi, Mohammad Masoud
प्रकाशित: (2020)

Seismic fragility of tall concrete wall structures in Malaysia under far-field earthquakes considering inadequate splice length
द्वारा: Koon, Foo Siong
प्रकाशित: (2020)

Horizontal shear force for different arrangements of coupling bars in precast concrete slab with and without steel fibre
द्वारा: Awaludin, Safiah Zaleha
प्रकाशित: (2018)

3D simulation of extended end plate wind-moment connection of beam to unstiffened column
द्वारा: Chan , Zhi Han
प्रकाशित: (2004)

Behaviour of wide reinforced concrete beam in shear
द्वारा: Al. Dymany, Haidar R. Hashim
प्रकाशित: (2010)