A temporal hybrid dynamic integration algorithm strategy for inelastic time history analysis of high‐rise reinforced concrete structures under strong earthquakes-Reference-Cited by-同舟云学术

A temporal hybrid dynamic integration algorithm strategy for inelastic time history analysis of high‐rise reinforced concrete structures under strong earthquakes

Published:2019-12-02 Issue:2 Volume:29 Page:
ISSN:1541-7794
Container-title:The Structural Design of Tall and Special Buildings
language:en
Short-container-title:Struct Design Tall Spec Build

Author:

Ren Zhinan¹,He Zheng²³^ORCID,Qi Zhe¹

Affiliation:

1. Department of Civil EngineeringDalian University of Technology Dalian China

2. School of Civil EngineeringDalian University of Technology Dalian 116024 China

3. State Key Laboratory of Coastal and Offshore EngineeringDalian University of Technology Dalian 116024 China

Funder

Fundamental Research Funds for the Central Universities

National Natural Science Foundation of China

Publisher

Wiley

Subject

Building and Construction,Architecture,Civil and Structural Engineering

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/tal.1690

Reference42 articles.

1. Collapse simulation of reinforced concrete frame structures

2. On a composite implicit time integration procedure for nonlinear dynamics

3. An efficient backward Euler time-integration method for nonlinear dynamic analysis of structures

4. An unconditionally stable implicit time integration algorithm: Modified quartic B-spline method

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