Titlebook: Recent Advances in Earthquake Engineering; Select Proceedings o Sreevalsa Kolathayar,Siau Chen Chian Conference proceedings 2022 The Editor

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Sreevalsa Kolathayar,Siau Chen ChianPresents the select proceedings of the Virtual Conference on Disaster Risk Reduction (VCDRR 2021).Emphasizes on the role of civil engineering for a disaster-resilient society.Includes earthquake hazar

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978-981-16-4619-5The Editor(s) (if applicable) and The Author(s), under exclusive license to Springer Nature Singapor

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Recent Advances in Earthquake Engineering978-981-16-4617-1Series ISSN 2366-2557 Series E-ISSN 2366-2565

MOTTO

Wavelet Analysis of Far-Field Ground Motions from the Mw 7.6 2005 Kashmir Earthquakemir earthquake, which are available in the absence of near field ground motions. While some ground motions exhibit high amplitude waves at the same frequency content over a significant duration of time, other ground motions exhibit high amplitude waves in two to three frequency ranges. It is conclud

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Correlation Between Seismic Intensity Measures and Response of Skewed Bridgesal acceleration (S.(T.)), and spectral velocity at the fundamental period (S.(T.)). For high-frequency motions, the well-correlated IMs with seismic damage of bridge are specific energy density (SED), Arias intensity (I.), root-mean-square of velocity (V.), and characteristic intensity (I.). Additio

PAEAN

Variation in Seismic Behaviour of R.C Shaft Supported Elevated Water Towers with Change in Proportioort than shaft supported tanks. But shaft supported water tanks can be constructed in lesser time and economically in comparison to frame supported tanks; hence, the contractor companies generally prefer the construction of shaft supported tanks in favour of frame supported tanks. It is often observ

CLEAR

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Seismic Performance Evaluation of Integral Bridges Considering Soil-Structure Interaction of total base shear and lateral displacement at the top of piers and abutments are accordingly obtained. The plastic hinge formations in the structure are also achieved during pushover analyses. A set of damage states of bridge piers are then proposed based on the section analysis.

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Non Linear Seismic Analysis of RC Framed Structure by Extended N2 Methodft was obtained. A similar structure is analysed via the time history analysis method. The results accompanied by the Extended N2 method were compared with the time history analysis method. The analysis of the structure was made by using SAP 2000. This result showed that the displacement and storey

Curmudgeon

Influence of Mass Irregularity on the Response of RC Frame with Stiffness Irregularity by Non-linearo 0.45g and aftershocks of two-third of their respective PGA. Mainshocks with increasing peak ground acceleration have been generated synthetically using the design response spectrum described in the IS code IS1893:2016 predicted on NDA with the help of SAP 2000 software. Irregularities are introduc