Existing Frame Structure Seismic Capability Based on the Theory of the Reliability Analysis Method for Basic Research

Lai Te Sun; Yu Bai; Yao Lu; Ting Zhang

doi:10.4028/www.scientific.net/AMM.724.28

Paper Titles

A Symplectic Method for Dynamic Response of Structures
p.7

Analysis of the Mechanical Properties of TC4-6061 Composite Plate Based on Classical Laminate Theory
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Analysis on Segment Floating in the Construction of Large-Diameter Crossing-River Shield Tunnel
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Damage Identification of Plane Truss Structure According to Square Difference in Elemental Modal Strain
p.22

Existing Frame Structure Seismic Capability Based on the Theory of the Reliability Analysis Method for Basic Research
p.28

Failure Mode and Experimental Method Research for Bond-Slip of Cold-Formed Thin-Walled Steel and Foam Concrete Composite Member
p.33

Features of Quality Control of Free of Cement Binder of Non-Hydration Type
p.39

Finite Element Analysis of Larch Glum Columns
p.44

Full-Size Seismic Experiment Analysis on the Timber Structure in Rural Areas
p.48

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vol. 724Existing Frame Structure Seismic Capability Based...

Existing Frame Structure Seismic Capability Based on the Theory of the Reliability Analysis Method for Basic Research

Abstract:

The application in analytic hierarchy process and a second order moment method based on the practical simplified methods to analyze the reliability of existing structures, the reliability of each component in the floor according to the weight function is combined into the reliability of floor, floor of the minimum reliability as system reliability; Frame structure under the action of earthquake occurred shear failure as the main failure mode of structure, the shear capacity of column minus its share of the earthquake action is defined as the seismic reliability analysis of functions; Choose an engineering example illustrates the existing practical method for the seismic reliability analysis of frame structure.

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Periodical:

Applied Mechanics and Materials (Volume 724)

Pages:

28-32

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.724.28

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Online since:

January 2015

Authors:

Lai Te Sun*, Yu Bai, Yao Lu, Ting Zhang

Keywords:

Aseismatic Appraisal of the Building, Failure Model, Reinforced Concrete Frame Column, Reliable Indicator

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