Seismic response prediction of RC bridge piers through stacked long short-term memory network-Reference-Cited by-同舟云学术

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Seismic response prediction of RC bridge piers through stacked long short-term memory network

Published:2022-11 Issue: Volume:45 Page:1990-2006
ISSN:2352-0124
Container-title:Structures
language:en
Short-container-title:Structures

Author:

Yazdanpanah Omid,Chang Minwoo,Park Minseok,Kim Chul-Young

Publisher

Elsevier BV

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference71 articles.

1. Li T, Su M, Sui Y, Ma L. Real-time hybrid simulation on high strength steel frame with Y-shaped eccentric braces. Engineering Structures 2021;226:111369.

2. Ding H, Kaup A, Wang JT, Lu LQ, Altay O. Real-time hybrid simulation framework for the investigation of soil-structure interaction effects on the vibration control performance of shape memory alloys. Engineering Structures 2021; 243:112621.

3. Al-Subaihawi S, Ricles JM, Quiel, SE. Online explicit model updating of nonlinear viscous dampers for real time hybrid simulation. Soil Dynamics and Earthquake Engineering 2022;154:107108.

4. Experimental evaluation of the seismic performance of steel MRFs with compressed elastomer dampers using large-scale real-time hybrid simulation;Karavasilis;Eng Struct,2011

5. Large-scale real-time hybrid simulation of a three-story steel frame building with magneto-rheological dampers;Chae;Earthquake Eng Struct Dyn,2014

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