Search Results - (node OR code) displacement

Development Of Finite Element Codes For Shear Wall Analysis by Paknahad, Masoud

“…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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Development of a special interface element between brick and plate bending elements by Kohnehpooshi, Omid, Noorzaei, Jamaloddin, Jaafar, Mohd Saleh, Muhammad Rashid, Raizal Saifulnaz

“…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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Linear static stress analysis of an automobile fuel tank by Muhamad Hazrul Hakimin, Abu Shaari

“…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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A new 3D interface element for three dimensional finite element analysis of FRP strengthened RC beams by Jaafar, Mohd Saleh, Muhammad Rashid, Raizal Saifulnaz, Kohnehpooshi, Omid, Noorzaei, Jamaloddin

“…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 by Nizam, Z. M., Obiya, H., Ijima, K., Azhar, A. T. S., Hazreek, Z. A. M., Mohd Zin, Nur Shaylinda

“…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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Application of seismic resisting systems for building construction in Malaysia by Hamid N.B., Razak S.N.B.A., Sanik M.E., Mokhtar M., Sahat S., Kaamin M., Ramli M.Z.

“…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. …”

Auto generation of the center of gravity of tubular structures during crush deformation by Hosseinabadi, Reza Afshar, Ali, Aidy, Sahari, Barkawi

“…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 by Mohamed Noor, Suhailah

“…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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Effect of strength and stiffness distributions on the displacement demands of asymmetric reinforced concrete buildings / Suhailah Mohamed Noor by Mohamed Noor, Suhailah

“…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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Seismic Response on Thin Shell as Structural Foundation by Min, Yee Hooi, Azizah, Abdul Nassir, Kim, Jae Yeol

“…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 assessment of the multi storey structural building model in accordance with euro code 8 and new Malaysian annex guidelines by Syed Muhammad, Bilal Haider

“…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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Non-linear analysis of an integral bridge by Noorzaei, Jamaloddin, Abdulrazeg, Aeid. A., Jaafar, Mohd Saleh, Kohnehpooshi, Omid

“…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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New twelve node serendipity quadrilateral plate bending element based on mindlin-reissner theory using integrated force method by Dhananjaya, H.R., Nagabhushanam, J., Pandey, P.C., Jumaat, Mohd Zamin

“…The results of the new element MQP12 are compared with those of displacement-based 12-node plate bending elements available in the literature. …”
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Analysis of an automobile suspension arm using the robust design method by Hemin M., Mohyaldeen

“…Tetrahedral element with 10 nodes (TET10) and tetrahedral element with 4 nodes (TET4) mesh were used in the stress analysis. …”
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Nonlinear finite element analysis of integral bridge including foundation soil interaction by Md. Noh, Mohammad Soffi

“…The soil mass is idealized by eight noded isoperimetric quadrilateral element at near field and five noded isoperimetric infinite element to simulate the far field behavior of the soil media. …”
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The Influence Of Damages On The Static Performance Of Single-Layer Cable Net Structure Supported Glass Panel by Azhar, Muhamad Syahmi

“…The near the position of node to the damage, the higher the nodal displacement. …”
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A new direct viscous-inviscid interaction method for aerodynamics analysis by Che Mohd Husin, Mohd Faizal

“…The boundary layer solution beside provide the skin friction distribution along the body surface is also providing the boundary layer displacement thickness δ*. This quantity describes the displacement of stream line due to the viscous effects. …”
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Implants for surgery - wear of total knee-joint prostheses - part 3: loading and displacement parameters for wear-testing machines with displacement control and corresponding envir... by Abdul Razak, Noor Hayati, Yaakop, Salbiah, Choon, David, Goonting, Tracy E., T, Mahadevan, Law, Ching Yee, How, Kim Chuan, Singh, Harwant, Ismail, Zulkharnain, Manickam, Thirumal, Yaakob, Mohd Amin, Mohd Yusof, Hyzan, Fazan, Fazilah, Zulkifly, Ahmad Hafiz, Wong, Darren, Tai, Cheh Chin, Chopra, Suresh, Kamari, Zahir Husain

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Finite Element Analysis of a Portal Frame Subjected to Concentrated Impulse Loading by Wong, Choon Yap

“…The portal frame meshing consists of portal frame with 28 elements and 58 nodes, while the impact projectile consists of 143 elements and 245 nodes. …”
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An Analytical Study of Flexible Pavement With or Without Geo-textile by Francis, Lau Ngee Sieng

“…Based on the results obtained, it showed that there is a small reduction in stress and displacement generated in the flexible pavement using geo-textile.…”
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