Seismic analysis for tall and irregular temple buildings: A case study of strong nonlinear viscoelastic dampers-Reference-Cited by-同舟云学术

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Seismic analysis for tall and irregular temple buildings: A case study of strong nonlinear viscoelastic dampers

Published:2016-12-01 Issue:7 Volume:26 Page:e1352
ISSN:1541-7794
Container-title:The Structural Design of Tall and Special Buildings
language:en
Short-container-title:Struct Design Tall Spec Build

Author:

Gong Shunming¹,Zhou Ying¹,Ge Pinglan¹

Affiliation:

1. State Key Laboratory of Disaster Reduction in Civil Engineering; Tongji University; Shanghai China

Funder

National Program on Key Basic Research Project for Young Researchers (973 Program)

National Natural Science Foundation of China

Publisher

Wiley

Subject

Building and Construction,Architecture,Civil and Structural Engineering

Reference36 articles.

1. Seismic Design of Viscoelastic Dampers for Structural Applications

2. Nielsen EJ Lai ML Soong TT Kelly JM 1996 Smart Structures and Materials 1996:Passive Damping and Isolation

3. Seismic response of steel frame structures with added viscoelastic dampers

4. Full-Scale Viscoelastically Damped Steel Frame

5. Seismic Behavior of Steel Frame with Added Viscoelastic Dampers

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