Numerical investigation of earthquake response reduction effects by negative stiffness connection for adjacent building structures

Author:

Longjam SoniaORCID,Shirai KazutakaORCID

Publisher

Elsevier BV

Subject

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

Reference52 articles.

1. Dynamic response of damper-connected adjacent buildings under earthquake excitation;Xu;Eng Struct,1999

2. Dynamic behavior of adjacent buildings connected by linear viscous/viscoelastic dampers;Tubaldi;Structural Control and Health Monitoring,2015

3. Linking of adjacent three-storey buildings for mitigation of structural pounding during earthquakes;Jankowski;Bull Earthq Eng,2016

4. A design method for viscous dampers connecting adjacent structures;Tubaldi;Frontiers in Built Environment,2020

5. Minami S, Yamazaki S, Toyama K, Tahara K (2004) Experimental study on coupled vibration control structures. The 13th World Conference on Earthquake Engineering, Paper No. 2351, August 1−6, 2004, Vancouver, B.C., Canada.

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