Abstract
In order to estimate seismic demands at low seismic performance levels (such as life safety or collapse prevention), the application of Non-Linear Response History Analysis (NLRHA) …
Cite
CITATION STYLE
APA
K., T. (2012). The Equivalent Non-Linear Single Degree of Freedom System of Asymmetric Multi-Storey Buildings in Seismic Static Pushover Analysis. In Earthquake-Resistant Structures - Design, Assessment and Rehabilitation. InTech. https://doi.org/10.5772/27245
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