Verification of the Applicability of Seismic Safety Evaluation Program LSSRLI-1 in Stiff and Half-Stiff Sites Using Exact Solution

Rui Shan Li; Xiao Ming Yuan

doi:10.4028/www.scientific.net/AMR.919-921.994

Paper Titles

The Improvement Ways to Equivalent Linearization Method Based on the Difference between Results of Two Programs in Moderate Weak Site
p.973

The Research Status of Wheel-Rail Interaction Study under the Seismic Load Condition
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The Seismic Performance Analysis for the Ceramsite Concrete Frame – Shear Wall Structure
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The Stiffness Change and Dynamic Characteristics of the RC Frame Weak Layer under Strong Earthquakes
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Verification of the Applicability of Seismic Safety Evaluation Program LSSRLI-1 in Stiff and Half-Stiff Sites Using Exact Solution
p.994

Nonlinear Seismic Responses Analysis of Jinwan Square No.9 Building
p.999

Finite Element Analysis on Seismic Behavior of Steel Frame-Steel Reinforced Concrete Lateral Resistance Wall Structure
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Research of Seismic Design Method of RC Frame Structure Retrofitted by FRP
p.1007

Seismic Reinforcement Application of Buckling-Restrained Braces in the Bottom Frame-Shear Wall Structure
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Verification of the Applicability of Seismic Safety Evaluation Program LSSRLI-1 in Stiff and Half-Stiff Sites Using Exact Solution

Abstract:

The equivalent linearization program LSSRLI-1, proposed by Xiaojun Li in 1989, is the important content in seismic zoning work and seismic safety evaluation of engineering sites. It is necessary to check the applicability of LSSRLI-1 to all kinds of sites. The mainly elaboration of this paper is verifying the applicability of seismic safety evaluation program LSSRLI-1 in stiff and half-stiff sites by exact solution. The results show that, it is well for both of them in most of the case, which is useful for the engineering practice.