Current fully probabilistic approaches to performance-based earthquake engineering
describe structures' behavior under a wide range of seismic hazard levels. These …

本文旨在研究浅埋地铁车站地下框架结构概率地震需求分析中的最优地震动强度指标.
基于ABAQUS/Standard 软件平台, 建立地下框架结构土-结构相互作用分析的二维模型 …

Considering the complexity of the soil-structure dynamic interaction mechanism,
underground structures are restrained and influenced by the surrounding soil in …

Selecting an optimal ground motion intensity measure (IM) is a vital step in the earthquake
fragility analysis of building structures using probabilistic seismic demand models (PSDMs) …

Intensity measure (IM) represents the power of ground motion, and its ability to describe the
characteristics of ground motion plays a vital role in seismic risk and damage assessment …

We evaluate seismic fragilities for cantilever retaining walls with three slope angles of
backfill (ie, 0, 10°, and 20°), subjected to the ground motions computed for four site classes …

Identifying the optimal intensity measure (IM) contributes to reducing uncertainties in
probabilistic seismic demand models (PSDM) and enhancing confidence of their results …

In this proposed research, clear prospects of a real life marketing scenario, by analyzing a
price discount policy and variable demand, are derived. The proposed study presents a …

Probabilistic seismic demand analysis (PSDA) is known as one of the critical intermediate
steps in the performance-based earthquake engineering (PBEE) design framework …

This study evaluates the optimal intensity measures (IMs) for the seismic fragility analysis of
dam-reservoir-layered foundation (DRLF) system. Probabilistic seismic demand models …