Search Results - "Yatim, M.Y.M."

Punching shear behaviour of interior slab-column connections strengthened by steel angle plates by Taresh, H.R., Yatim, M.Y.M., Azmi, M.R.

“…•Flat slabs strengthened by steel angles were tested to failure under shear load.•Enhancements in the ultimate capacity, stiffness, ductility and energy…”
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Hysteretic characteristics of steel plate shear walls: Effects of openings by Mustafa M. Ali, S.A. Osman, M.Y.M. Yatim, Al Zand A.W.

“…Openings in steel plate shear walls (SPSWs) are usually used for decorative designs, crossing locations of multiple utilities and/or structural objectives…”
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Experimental studies on perforated plate girders with inclined stiffeners by Azmi, M.R., Yatim, M.Y.M., Esa, A., Badaruzzaman, W.H. Wan

“…Ultimate load behaviour of perforated steel plate girders with inclined stiffeners is presented in this paper. A series of experimental tests on ten simply…”
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Concrete-filled twin-layer steel-sheet CWs system: A systematic review of the literature by Ali, Mustafa M., Osman, S.A., AW, Al Zand, Yatim, M.Y.M., Alatshana, Faesal, Hilo, Salam J.

“…Abstract Recently, the concrete-filled twin-layer steel-sheet composite wall systems (TSCWs) have become recommended by the engineers in the modern structures,…”
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Tests of partially connected composite plate girders by Yatim, M.Y.M., Shanmugam, N.E., Wan Badaruzzaman, W.H.

“…This paper is concerned with the strength and behaviour of partially connected composite plate girders. Eight simply supported composite plate girders were…”
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Behaviour of partially connected composite plate girders containing web openings by Yatim, M.Y.M., Shanmugam, N.E., Wan Badaruzzaman, W.H.

“…This paper is concerned with an approximate method to predict the bending behaviour and ultimate strength of partially connected composite plate girders. Based…”
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