Titlebook: Earthquakes and Structures; Select Proceedings o T. G. Sitharam,Sreevalsa Kolathayar,Ravi Jakka Conference proceedings 2022 The Editor(s) (

Irrepressible

Seismic Vulnerability Assessment of Lifeline Buildings at Gangtok,rability of the multi-storied construction. Damage that occurred in and around Gangtok was disproportionately high to the observed intensity of shaking, primarily due to poor compliance with seismic codes, inferior quality of raw materials and shoddy workmanship. The main objective of the survey was

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Effect of Non-homogeneity of Seabed Soil on Natural Frequency of Offshore Free Spanning Pipeline,om the literature survey, it is seen that a considerable amount of works have been studied to determine the effect of seabed soil on natural frequency of free span by the previous researchers. However, researchers have assumed that soil of the supports of free span is homogeneous. Well-used code DNV

郊外

Seismic Performance of Buildings in Hilly Regions with and Without Base Isolation and Cable Supportbuildings on the sloping ground reduces as it has to accommodate different length columns in a single storey. These buildings possess both vertical and horizontal irregularities. The current study is an effort to comprehend the effect of seismic forces on the buildings in hilly regions and suitable

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Enzyme

Pushover Analysis of Existing Asymmetrical Building Using Modal Load Pattern, Soil Flexibility and ted in Seismic Zone-V. Non-linear Static Pushover Analysis performed in SAP 2000. using modal load pattern with infill walls modelled as strut as per IS IS1893 (Part-I):2016. Sub-soil exploration is conducted and stiffness of the spring for the spring base structure is calculated as per ATC-40 guide

Heterodoxy

Non-linear Analysis of Base-Isolated Building Having Optimized Number of Base Isolators,d to compare the non-linear response of the base-isolated building and conventionally designed building. The computer program SAP 2000 has been used for modelling and analysis. The comparative response of the fixed base building and the base-isolated building has been studied in terms of base shear,

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