Search Results - (node OR code) (displacement OR replacement)
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1
Development Of Finite Element Codes For Shear Wall Analysis
Published 2008“…It was observed that the displacement predicted by both linear and nonlinear interactive analyses showed remarkable differences in the values of displacement and stress distribution in the shear wall. …”
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Thesis -
2
Development of a special interface element between brick and plate bending elements
Published 2011“…Interface element has 16 nodes with 5 degrees of freedom in each node adjacent to plate bending element and 3 D.O.F in each node adjacent to brick elements. …”
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3
Linear static stress analysis of an automobile fuel tank
Published 2009“…The comparison of mesh configuration between tetrahedral with 4 nodes and tetrahedral with 10 nodes were made in many aspect of the results obtain including number of total nodes, displacements and stresses. …”
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Undergraduates Project Papers -
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Wearable obstacle sensor for blind people with mobile application / Siti Sarah Hashim
Published 2020“…Therefore, the first objective was to develop Wearable Obstacle Sensor (WOS) to replace cane and My Sensor Detector (MSD) mobile application to replace the traditional method of finding things. …”
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Entrepreneurship Project -
6
Sustainable housing : LFEA of precast frame
Published 2003“…The whole frame model is assumed as Solid elements that are connected to each other using nodes. The failure on the structures was based on principal stress PI, principal stress P3, and resultant displacement contour plot…”
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Thesis -
7
A new 3D interface element for three dimensional finite element analysis of FRP strengthened RC beams
Published 2011“…Interface element has 16 nodes with 5 degrees of freedom (DOF) in each node adjacent to plate bending element and 3 DOF in each node adjacent to brick element. …”
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The evaluation of shear deformation for contact analysis with large displacement
Published 2018“…In previous studies, the modification of the element force equation to apply it to a node-element contact problem using the Euler-Bernoulli beam theory [1]. …”
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9
Application of seismic resisting systems for building construction in Malaysia
Published 2023“…Therefore, this study is conducted to compare the changes of node displacement that occur in each designed buildings caused by the seismic load applied and to determine the best design system that has the smallest amount of node displacement changes during the quake. …”
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10
Auto generation of the center of gravity of tubular structures during crush deformation
Published 2009“…Displacement of the center of gravity (COG) of tubular structures with various polygonal cross-sections is numerically investigated under an axial crush using the program code of ANSYS/LS-DYNA. …”
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Effect of strength and stiffness distributions on the displacement demands of asymmetric reinforced concrete buildings / Suhailah Mohamed Noor
Published 2016“…The torsional behavior of all building models were presented in terms of the normalized displacements at the stiff and flexible sides by the ratio of the maximum lateral displacement at the stiff and flexible sides to the maximum lateral displacement at the center of the building models……”
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Book Section -
12
A context-aware authentication method using blockchain for pervasive computing
Published 2021“…Replacing WPA keys with QR codes introduces additional security loopholes like QR code sharing to unauthorized users. …”
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Final Year Project / Dissertation / Thesis -
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Effect of strength and stiffness distributions on the displacement demands of asymmetric reinforced concrete buildings / Suhailah Mohamed Noor
Published 2016“…The torsional behavior of all building models were presented in terms of the normalized displacements at the stiff and flexible sides by the ratio of the maximum lateral displacement at the stiff and flexible sides to the maximum lateral displacement at the center of the building models. …”
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Thesis -
14
Seismic Response on Thin Shell as Structural Foundation
Published 2024“…The time history analysis further demonstrates, with 5% damping, that the displacement response of the structure at the critical node number 4920 increases with increasing seismic intensity, reaching a maximum displacement of 49.87mm at 3.615 seconds. …”
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Seismic performance of low-rise precast concrete structure with different types of beam-column connections using nonlinear static pushover analysis
Published 2013“…A Seismic Demand Curve on probable earthquake in Malaysia is also constructed according to the code provision ACT-40. It is found that rigid frame can withstand the highest base shear and lowest storey drifts-joint displacement. …”
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Thesis -
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A study of CGA- (cryptographically generated address) signature based authentication of binding update messages in low-end MIPv6 node
Published 2012“…It is also known that public-key cryptographic operations (like digital signatures) are computationally expensive for low-end nodes. This study presents the initial effort in investigating the feasibility of using CGA signature based authentication on low-end nodes. …”
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Proceeding Paper -
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Biologically inspired mobile agent-based sensor network (BIMAS)
Published 2014“…Sensor nodes deployed in a large topology require autonomous capabilities and scalability since frequent replacement of the nodes is almost impossible. …”
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Seismic assessment of the multi storey structural building model in accordance with euro code 8 and new Malaysian annex guidelines
Published 2019“…Dynamic response history analysis has been conducted to investigate the observed response and crack pattern; maximum displacement; residual displacement; residual interstorey drift ratio, serviceability limit state, ultimate limit state, acceleration response, interstorey drift ratio and storey drift ratio. …”
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Final Year Project / Dissertation / Thesis -
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Sensor Node for Medical Application
Published 2008“…The sensor node system will connect patients to the PC through wireless connection mode. …”
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Final Year Project -
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Non-linear analysis of an integral bridge
Published 2010“…The superstructure members have been represented by means of three‐node isoparametric beam elements with three degrees of freedom per node. …”
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