Elastoplastic Analysis and Performance Based Design of a Super High-Rise Building

Xue Long Shen; Ying Zhao; Zhe Lin

doi:10.4028/www.scientific.net/AMM.368-370.1530

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Analysis of the Stability of Ancient City Wall under Different Depths of Sapping by Numerical Calculation
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Crack and Deflection Research of R.C. Beams Bonded with Steel Plate under the Opposite Side Loading Condition
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Design and Field Measurement Analysis of Steel Template in Axis Rotating Structures
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Dynamic Properties of Double-Block Ballastless Track with Unequal Sleeper Spacings
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Elastoplastic Analysis and Performance Based Design of a Super High-Rise Building
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Moment-Curvature Relationship Analysis of High-Strength Concrete Shear Wall
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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 368-370Elastoplastic Analysis and Performance Based...

Elastoplastic Analysis and Performance Based Design of a Super High-Rise Building

Abstract:

In order to get the performance of a super high-risebuilding under severe earthquake actions, a fiber-based computational model ofthis structure is established in PERFORM-3D, and both Static Elastoplastic Analysis and Elastoplastic Time-history Analysis are used to evaluate theseismic behavior of this structure. Inter-story drifts at the Performance Point obtained by Static Push-over Analysis are allsmaller than that specified in codes. And results of Elastoplastic Time-historyAnalysis show that structural displacements, shear capacity and flexuralcapacity of some key members all meet the specified performance targets. Thenthis structure is safe.

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Periodical:

Applied Mechanics and Materials (Volumes 368-370)

Pages:

1530-1534

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.368-370.1530

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Online since:

August 2013

Authors:

Xue Long Shen, Ying Zhao, Zhe Lin

Keywords:

Elastoplastic Time-History Analysis, Fiber Model, Performance Point, Seismic Performance, Static Push-over Analysis

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