Adopting dynamic transient response analysis for sensors positioning to monitor cable stayed bridge

QR Code

Adopting dynamic transient response analysis for sensors positioning to monitor cable stayed bridge

Periodically, long span bridges require constant structural assessment and continuous monitoring. Recently, existed bridges and vehicles loading mechanism have influenced many studies to predicate the dynamic bridge response and monitor damage occurrence. The objective of present study is set t...

Full description

Bibliographic Details
Main Authors:	Mohammed, Mohammed Idris, Sulaeman, Erwin, Musthapa, Faizal
Format:	Article
Language:	English English
Published:	Blue Eyes Intelligence Engineering & Sciences Publication 2019
Subjects:	TA1001 Transportation engineering (General) TA630 Structural engineering (General) TG Bridge engineering TJ Mechanical engineering and machinery
Online Access:	http://irep.iium.edu.my/73128/ http://irep.iium.edu.my/73128/7/73128%20Adopting%20dynamic%20transient%20response%20analysis.pdf http://irep.iium.edu.my/73128/8/73128%20Adopting%20dynamic%20transient%20response%20analysis%20SCOPUS.pdf

Similar Items

Sensor placement based on static finite element data of cable stayed bridge
by: Mohammed, Mohammed Idris, et al.
Published: (2017)

Sensor placement based on FE modal analysis: Dynamic characteristic of cable stayed Penang (I) bridge
by: Mohammed, Mohammed Idris, et al.
Published: (2017)

Behaviour of cable-stayed bridge with cable losses
by: Lim, Dou Xuan
Published: (2018)

Fatigue Analysis of Cable Anchorages on Cable-Stayed Bridges
by: N. A. M., Khairussaleh, et al.
Published: (2015)

Diversity of stress ranges in cables of cable-stayed bridge due to traffic loads and far-field seismic excitation
by: Lee, Chong Hoe
Published: (2019)

Fatigue of cable anchorages on a cable-stayed bridge
by: Nor Ashikin, Muhamad Khairussaleh
Published: (2016)

Redesign an old bridge to cable stayed bridge (footbridge) / Hanafi Mohamed Norman
by: Mohamed Norman, Hanafi
Published: (2006)

Influence of traffic load and far-field seismic excitation in cables of cable-stayed bridge
by: Nor Ashikin, Muhamad Khairussaleh, et al.
Published: (2019)

Seismic performance to cable stayed bridge under different earthquake loadings
by: Muhammad Aimran Amzar, Kamarudin
Published: (2019)

Static analysis of sophisticated cable arrangement on pedestrian bridge
by: Dzul Helmi, Arifin
Published: (2014)

Structure analysis of cable stayed bridge footbridge (simulation and modeling) design and calculation / Edid Azhar Atan
by: Atan, Edid Azhar
Published: (2006)

Penang bridge 1 loading analysis using British standard and finite element method for structural health monitoring
by: Mohammed, Mohammed Idris, et al.
Published: (2013)

Adopting dynamic transient response analysis for sensors positioning to monitor cable stayed bridge
by: Mustapha, Faizal, et al.
Published: (2019)

Impact of lateral load on bridge girder
by: Amira Azura, Jalal
Published: (2018)

Attributes of smart bridge monitoring technologies
by: Teo, Mei Choo
Published: (2009)

Analysis of water profile at the Bukit Kuang bridge, Kemaman
by: Farra Intan Syamira, Zulkifli
Published: (2019)

EAS 665-4 - BRIDGE ENGINEERING OKTOBER 04.
by: PPKAW, Pusat Pengajian Kejuruteraan Awam
Published: (2004)

The construction of science and technology culture on the development of Suramadu bridge
by: Jatnika, Asep Wawan, et al.
Published: (2006)

Bridge modeling on the backwater effect due to arrangement and type of piers
by: Yap, Chee Kien
Published: (2013)

EAS 665-4 BRIDGE ENGINEERING OCT-NOV 07.
by: PPKAW, Pusat Pengajian Kejuruteraan Awam
Published: (2007)

Bridge evaluation through nondestructive testing in comparison with visual inspection
by: Adnan, Azlan, et al.
Published: (2006)

Bridge management system : review on current system and a case study
by: Noor Hidayah , Muhamad Jamil
Published: (2012)

User benefit analysis of main pedestrian bridges in Kuantan Town Centre
by: Nor Aisahton, Junet
Published: (2012)

Finite element analysis of slab bridge with beam element using ANSYS
by: Ho, Kit Sheng
Published: (2019)

Digital modelling on backwater effect due to bridge piers at Rasau river
by: Muhammad Shabirin, Sharom
Published: (2018)

Finite element analysis of 10 span beam bridge by using ANSYS
by: Tou, Shu Xian
Published: (2019)

Structural health monitoring of concrete bridge based predictive model on chloride ingress
by: Wong, Chee Lum
Published: (2014)

Response of existing rubber bearing and designed base isolator for malaysian highway bridges
by: Ramli, Mohd. Zamri
Published: (2006)

Nonlinear finite element analysis of integral bridge including foundation soil interaction (wrinkler analogy)
by: Md. Noh, Mohammad Soffi
Published: (2006)

Nonlinear finite element analysis of Integral bridge including foundation soil Interaction (winkler analogy)
by: Md. Noh, Mohammad Soffi
Published: (2006)

Forensic engineering testing techniques for structural assesment : a case study on pre-stressed reinforced concrete bridge at Klang Valley
by: Muniandy, Gopinath
Published: (2010)

A comparison study between bailey bridge and prestressed concrete bridge / Kamarul Izwad Che Kamarudin
by: Che Kamarudin, Kamarul Izwad
Published: (2008)

Dynamic response for structural health monitoring of the Penang (I) cable-stayed bridge
by: Mohammed, M. I., et al.
Published: (2017)

Effects Of Cable Diameter Reduction And Snapping On The Behavior Of Cable-Stayed Bridges
by: Ajaj, Sayed Mahamed
Published: (2007)

Standard JKR practice in RC Bridge Abutment Design / Mohd Sofiyan Sulaiman
by: Sulaiman, Mohd Sofiyan
Published: (2006)

Analysis of under-deck cable stayed bridge and combined cable stayed bridge
by: Ahmad Zakwan, Zulkefly
Published: (2015)

Chapter 10: Steel Bridges
by: Parke, G. A. R ., et al.
Published: (2022)

A study on effectiveness of pedestrian bridge utilization
by: Nurul Hidayah, Kadzim
Published: (2012)

General analysis of live load in single span bridge
by: Nurul Aida, Adnan
Published: (2019)

Factors Influencing the Design Life of Old Steel Bridges
by: Nor Ashikin, Muhamad Khairussaleh, et al.
Published: (2018)