Predicting the behaviour of extended end plate connections using strain gauges

Most structures especially the conventional steel buildings are usually opting the simple (pinned) design and rigid (continuous) design methods. However, the actual behaviour is known to fall between these two extreme categories. The use of partial strength or semi-rigid connections has been encoura...

पूर्ण विवरण

ग्रंथसूची विवरण
मुख्य लेखक:	Mohd Mahir, Fatimatuzahrah
स्वरूप:	थीसिस
भाषा:	अंग्रेज़ी
प्रकाशित:	2009
विषय:	TA Engineering (General). Civil engineering (General)
ऑनलाइन पहुंच:	http://eprints.utm.my/12704/1/FatimatuzahrahMohdMahirMFKA2009.pdf

समान संसाधन

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

Finite element investigation on the strength of semi-rigid extended end plate steel connection using Lusas software
द्वारा: Hamdi, Mohd. Maiziz Fishol
प्रकाशित: (2007)

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

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

Finite element analysis on flush end plate connection using LUSAS software
द्वारा: Mohd. Yusoff, Che Som
प्रकाशित: (2006)

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

Parametric study of blind bolted end-plate connection on structural square hollow section
द्वारा: Seah, Ivy
प्रकाशित: (2014)

Analytical and numerical modeling of flush end-plate connection system with built-up hybrid beam
द्वारा: Mohamed Omer, Joma Hamed
प्रकाशित: (2013)

Non-linear analysis of a symmetric flush end plate bolted beam-to-column steel connection
द्वारा: Ahmad, Che Husni
प्रकाशित: (2005)

Method for determining optimum rain gauge network in a tropical urban catchment
द्वारा: Goh, Yee Cai
प्रकाशित: (2011)

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

Prediction of maximum strain and strain rate in SHPB specimens based on energy analysis
द्वारा: Nurizzatul Atikha, Rahmat
प्रकाशित: (2013)

Investigation Of Impact Strain Signal Characteristics For Material Behaviour Prediction From Charpy Test
द्वारा: Muhammad Said, Nurlaela
प्रकाशित: (2019)

Structural behaviour of a single tendon end block
द्वारा: Nuid, Maria
प्रकाशित: (2010)

Rainfall-runoff Modelling In Gauged And Ungauged Urban Catchments Using Urban Stormwater Model (USwM)
द्वारा: Choong, Wee Kang
प्रकाशित: (2009)

Piezoresistive strain gauge sensor and signal conditioner for sensor applications
द्वारा: Thangamani Uthirapathi
प्रकाशित: (2007)

Flexural behaviour of trapezoid web plate girder
द्वारा: Atan, Hasni @ Ihsan
प्रकाशित: (2000)

Behaviour of columns with semi-rigid end restraints in non-sway frames
द्वारा: Lee, Choon Siang
प्रकाशित: (2003)

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

Prediction of ultimate bored pile capacity using global strain extensometer
द्वारा: Badrun, Mohd. Zahrullail
प्रकाशित: (2011)

Flexural behaviour of reinforced concrete beams strengthened with CFRP plates
द्वारा: Chan, Hoe Cheong
प्रकाशित: (2002)

Bonding behaviour between CFRP and steel plates to concrete prisms
द्वारा: Ling, Peter Chuan Chang
प्रकाशित: (2007)

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

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

Nonlinear behaviour of beam-to-column connection in reinforced concrete industrialised building system
द्वारा: Moghadasi, Mostafa
प्रकाशित: (2013)

Dynamic response prediction of steel frame structure considering semi-rigid connection by applying damper
द्वारा: Rajabi, Masoud Dehkhoda
प्रकाशित: (2013)

Structural behaviour of stiffened steel plate shear wall under cyclic loading
द्वारा: Salimi, Muhammad Adam
प्रकाशित: (2021)

Stress-strain behaviour of high-strength concrete with lateral pre-tensioning confinement
द्वारा: Awang, Abdullah Zawawi
प्रकाशित: (2013)

The behaviour of sleeve connection with spiral reinforcement and additional longitudinal bar under direct tensile load
द्वारा: Manap, Norliana
प्रकाशित: (2009)

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

Analysis of extendable IBS steel truss
द्वारा: Liew, Vui Jen
प्रकाशित: (2008)

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

Behaviour of glass fiber reinforced polymer concrete beams strengthened with carbon fiber reinforced polymer plate
द्वारा: Salleh, Norhafizah
प्रकाशित: (2021)

A study on stress-strain behaviour of granite and sandstone using closed-circuit servo-controlled testing machine
द्वारा: Abdullah, Rini Asnida
प्रकाशित: (2006)

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

Column design with semi-rigid end frame
द्वारा: Wan Jusoh, Wan Hidayatul Hak
प्रकाशित: (2010)

Effect of cations on microbial aggregation using brevibacillus panacihumi strain ZB1, lysinibacillus fusiformis strain ZB2 and enterococcus faecalis strain ZL
द्वारा: Alias, Muhammad Anwar
प्रकाशित: (2015)

Analysis of cold-formed steel connection
द्वारा: Abd. Khalil, Muhamad Khairi
प्रकाशित: (2010)

Non-linear behaviour of one-bay steel frames with semi-rigid connections
द्वारा: Lim, Pui Yan
प्रकाशित: (2007)

Shear buckling of trapezoidal web plate
द्वारा: Usman, Fathoni
प्रकाशित: (2001)