OPTIMAL LATERAL DEFLECTION DESIGN OF TALL BUILDINGS OF FRAMES AND SHEAR WALLS

Wang Fa-wu; Tang Gan; Yang Jie

doi:10.13204/j.gyjz200606013

Volume 36 Issue 6

Dec. 2014

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Wang Fa-wu, Tang Gan, Yang Jie. OPTIMAL LATERAL DEFLECTION DESIGN OF TALL BUILDINGS OF FRAMES AND SHEAR WALLS[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(6): 38-42. doi: 10.13204/j.gyjz200606013

Citation:

Wang Fa-wu, Tang Gan, Yang Jie. OPTIMAL LATERAL DEFLECTION DESIGN OF TALL BUILDINGS OF FRAMES AND SHEAR WALLS[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(6): 38-42. doi: 10.13204/j.gyjz200606013

Wang Fa-wu, Tang Gan, Yang Jie. OPTIMAL LATERAL DEFLECTION DESIGN OF TALL BUILDINGS OF FRAMES AND SHEAR WALLS[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(6): 38-42. doi: 10.13204/j.gyjz200606013

Citation:

Wang Fa-wu, Tang Gan, Yang Jie. OPTIMAL LATERAL DEFLECTION DESIGN OF TALL BUILDINGS OF FRAMES AND SHEAR WALLS[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(6): 38-42. doi: 10.13204/j.gyjz200606013

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OPTIMAL LATERAL DEFLECTION DESIGN OF TALL BUILDINGS OF FRAMES AND SHEAR WALLS

doi: 10.13204/j.gyjz200606013

1.
College of Civil Engineering,Southeast University Nanjing 210096

Received Date: 2005-10-10
Publish Date: 2006-06-20

Abstract

Abstract

A robust computer procedure for weight minimization of high-rise portal frames and shear walls under the deflection constraint at various locations is presented. It replaces the conventional tedious and unreliable manual assessment for numerous members. Several practical considerations such as the discreteness of design variables are included in the optimization procedure. The method is readily used in practical optimization design of steel and reinforced concrete structures against the deflection limit.
- high-rise building,
- frame structure,
- shear wall,
- optimal design

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References(6)

References

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