Structural Dynamic & Seismic Structures, By Eng. Anjum Zafar, FIStructE

Structural Dynamic & Seismic Structures, By Eng. Anjum Zafar, FIStructE FELLOW: IStructE(UK), working with the United Nations in Top Executive Position. that become active during severe seismic conditions.

Engineer-Anjum Zafar is a Professional Chartered Engineer (CEng) with highest qualification in Engineering Profession, Registered with PK/British Engineering (EC) Councils. LATEST techniques towards enhancement of Structural Stability against Detritus Slide, Cyclic Torsional Stresses, Drifting Stresses, Dynamics of Discrete Systems, Seismic Design under multiple degrees of freedom & much more. Al

so I have trained so many Seismic Structural Engineers on specifications & tests of MILD Steel, its ductile (plastic) behavior by use of Ductility Plateau (indicating its Ductile Range) & related topics::::::

ENGINEER ANJUM ZAFAR, P.E
M.Sc.Engg.(Structures) M.Sc.Engg.(Construction Management) CEng(Georgia) FIStructE(UK)
Registered Professional Chartered Engineer
PK Engineering Council Registration # CIVIL/18929
www.facebook.com/Engineer.Anjum.Zafar.UNDP
[email protected]
Tlf # (058810) 32796

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www.facebook.com/Engineer.Anjum.Zafar.UNDP
[email protected]
Tel: +92-992-542557, +92-992-595403, (058810) 32796

Languages known: English/ Spanish/ Hindi/ Urdu
Tlf # (058810) 32796

●► Pedestrian Bowstring Bridge: Each Step Fully Explained ●
07/15/2024

●► Pedestrian Bowstring Bridge: Each Step Fully Explained ●

●► EASY Method to Design STRIP Footing: Each Step Fully Explained ●
07/09/2024

●► EASY Method to Design STRIP Footing: Each Step Fully Explained ●

●► Anchoring the Reinforcement / Reduction of Column & much more: Fully illustrated ●
06/16/2024

●► Anchoring the Reinforcement / Reduction of Column & much more: Fully illustrated ●

●► Reduction of the Column’s Section Size along its height:●► The reduction of the column’s size from one storey to the ...
06/16/2024

●► Reduction of the Column’s Section Size along its height:
●► The reduction of the column’s size from one storey to the other is NOT favorable either from a theoretical or from a practical point of view ´¯) Especially in columns where earthquake resistant behavior is required, it must be avoided.

●► Anchoring the Reinforcement & much more: Fully illustrated ●
06/16/2024

●► Anchoring the Reinforcement & much more: Fully illustrated ●

06/16/2024

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