how is maths used in the construction of burj khalifa ....etc

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The worldâ„¢s man made tallest tower

BURJ KHALIFA

Presented BY
VENKATESH


INTRODUCTION

Itâ„¢s the new tallest tower in the world.

Construction began on 21 September 2004.

Height of the Tower is 828m(2717ft).

The total cost for the Burj Khalifa project was about US$1.5 billion.

The tower is designed to withstand high winds and seismic events.




INSPIRATION



Designers were motivated by the Hymenocallis genus's spidery, layered form.

A Hym ....etc

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BLOCK SHEAR FAILURE IN TENSION MEMBERS
ABSTRACT
Block shear is a limit state that should be accounted for during the design of steel tension members. This failure mechanism combines a tensile failure on one plane and a shear failure on a perpendicular plane. It is important for a design equation not only to predict the capacity reliably, but also to predict accurately the failure mode.
In this study, we begin with an overview of tension members, their behaviour and design strength which is affected by yielding, fracture or ....etc

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doing mtec structural.need structural detail report of burj khalifa or palm island.plz do mail to [email protected] ....etc

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ABSTRACT
As with all super-tall projects, difficult structural engineering problems needed to be addressed and resolved. This paper presents the approach to the structural system for the Burj Dubai Tower. This paper first presents the architectural knowledge and the comparison of the Burj Dubai tower with other tall buildings of the world. It also describes the geotechnical procedures and structural detailing of the building besides the wind engineering applied to the tower. ....etc

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ABSTRACT
This paper describes the foundation design process adopted for the Burj Dubai, the world’s tallest building. The foundation system is a
piled raft, founded on deep deposits of carbonate soils and rocks. The paper will outline the geotechnical investigations undertaken,
the field and laboratory testing programs, and the design process, and will discuss how various design issues, including cyclic
degradation of skin friction due to wind loading, were addressed. The numerical computer analysis that was ado ....etc

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ll] ....etc

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