Elastic inter-story drift seismic demand estimate of super high-rise buildings using coupled flexural-shear model with mass and stiffness non-uniformities

Author:

Lai Xiao,He Zheng,Wu Yan

Funder

Fundamental Research Funds for the Central Universities

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference39 articles.

1. Evolutionary modal identification utilizing coupled shear flexural response—implication for multistory buildings. Part II: application;Alimoradi;Struct Des Tall Spec Build,2006

2. Seismic response of building with non-uniform stiffness modeled as cantilever shear beams;Alonso-Rodríguez,2014

3. Assessment of building behavior under near-fault pulse-like ground motions through simplified models;Alonso-Rodríguez;Soil Dyn Earthquake Eng,2015

4. Dynamic behavior of buildings with non-uniform stiffness along their height assessed through coupled flexural and shear beams;Alonso-Rodríguez;Bull Earthq Eng,2016

5. American Society of Civil Engineers. Minimum design loads for buildings and other structures. Reston, Virginia, United States: ASCE/SEI 7-16, American Society of Civil Engineers; 2016.

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