Effect of Seismicity on the Seismic Resilience of a R.C. Building
This study was carried out to evaluate the functionality of an existing reinforced concrete structure under various ground motions along with its seismic resilience. An existing high-rise G + 10 storey reinforced concrete building which was designed for a specific ground motion with peak ground acce...
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| creator | Prasanth, S. Ghosh, Goutam |
| description | This study was carried out to evaluate the functionality of an existing reinforced concrete structure under various ground motions along with its seismic resilience. An existing high-rise G + 10 storey reinforced concrete building which was designed for a specific ground motion with peak ground acceleration (PGA) of 0.36 g was subjected to various seismicity with respect to different ground motions of PGA ranges from 0.10 to 1.70 g. For each case, the performance level and structural damage ratio were estimated by performing nonlinear static pushover analysis. The influences of different ground motions on the structural functionality and seismic resilience were examined using three recovery functions namely, linear, trigonometric and exponential. The result shows that the maximum number of hinges formed with the performance level close to or just exceeding the level of collapse prevention at the maximum considered PGA of 1.50 g and 1.70 g with loss of resilience up to 36.25%. The maximum level of PGA that the existing building would withstand along with likelihood of recovery has been obtained. |
| doi_str_mv | 10.1007/s40010-022-00803-x |
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The result shows that the maximum number of hinges formed with the performance level close to or just exceeding the level of collapse prevention at the maximum considered PGA of 1.50 g and 1.70 g with loss of resilience up to 36.25%. 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The result shows that the maximum number of hinges formed with the performance level close to or just exceeding the level of collapse prevention at the maximum considered PGA of 1.50 g and 1.70 g with loss of resilience up to 36.25%. The maximum level of PGA that the existing building would withstand along with likelihood of recovery has been obtained.</description><subject>Applied and Technical Physics</subject><subject>Atomic</subject><subject>Concrete construction</subject><subject>Concrete structures</subject><subject>Earthquake damage</subject><subject>Earthquake resistance</subject><subject>Ground motion</subject><subject>Molecular</subject><subject>Optical and Plasma Physics</subject><subject>Physics</subject><subject>Physics and Astronomy</subject><subject>Quantum Physics</subject><subject>Recovery</subject><subject>Reinforced concrete</subject><subject>Resilience</subject><subject>Scientific Research Paper</subject><subject>Seismic analysis</subject><subject>Seismic response</subject><subject>Seismicity</subject><subject>Structural damage</subject><issn>0369-8203</issn><issn>2250-1762</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2023</creationdate><recordtype>article</recordtype><recordid>eNp9kE1LAzEQhoMoWGr_gKeA59RJsrvJHmupHyAIVc8hm53UlHa3Jlto_71bV_HmXAaG530HHkKuOUw5gLpNGQAHBkIwAA2SHc7ISIgcGFeFOCcjkEXJtAB5SSYpraGfXJWiyEZktvAeXUdbT18xpG1woTvStqHdB_5e6BJT2ARsHJ44S5fT-ZTe7cOmDs3qilx4u0k4-dlj8n6_eJs_sueXh6f57Jk5ycuO1Q7RWwkaS-7LKst5Ya1WlRdel5m1SlXArRJQOZ5XaD1qKXmmdJ1pXRdejsnN0LuL7eceU2fW7T42_UsjlBJSK1XwnhID5WKbUkRvdjFsbTwaDuZkywy2TG_LfNsyhz4kh1Dq4WaF8a_6n9QXUaJroA</recordid><startdate>20230301</startdate><enddate>20230301</enddate><creator>Prasanth, S.</creator><creator>Ghosh, Goutam</creator><general>Springer India</general><general>Springer Nature B.V</general><scope>AAYXX</scope><scope>CITATION</scope><orcidid>https://orcid.org/0000-0002-1568-8309</orcidid></search><sort><creationdate>20230301</creationdate><title>Effect of Seismicity on the Seismic Resilience of a R.C. 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Proceedings. Section A. Physical Sciences</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Prasanth, S.</au><au>Ghosh, Goutam</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Effect of Seismicity on the Seismic Resilience of a R.C. Building</atitle><jtitle>National Academy of Sciences, India. Proceedings. Section A. Physical Sciences</jtitle><stitle>Proc. Natl. Acad. Sci., India, Sect. A Phys. Sci</stitle><date>2023-03-01</date><risdate>2023</risdate><volume>93</volume><issue>1</issue><spage>147</spage><epage>161</epage><pages>147-161</pages><issn>0369-8203</issn><eissn>2250-1762</eissn><abstract>This study was carried out to evaluate the functionality of an existing reinforced concrete structure under various ground motions along with its seismic resilience. An existing high-rise G + 10 storey reinforced concrete building which was designed for a specific ground motion with peak ground acceleration (PGA) of 0.36 g was subjected to various seismicity with respect to different ground motions of PGA ranges from 0.10 to 1.70 g. For each case, the performance level and structural damage ratio were estimated by performing nonlinear static pushover analysis. The influences of different ground motions on the structural functionality and seismic resilience were examined using three recovery functions namely, linear, trigonometric and exponential. The result shows that the maximum number of hinges formed with the performance level close to or just exceeding the level of collapse prevention at the maximum considered PGA of 1.50 g and 1.70 g with loss of resilience up to 36.25%. 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| ispartof | National Academy of Sciences, India. Proceedings. Section A. Physical Sciences, 2023-03, Vol.93 (1), p.147-161 |
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| source | SpringerNature Journals |
| subjects | Applied and Technical Physics Atomic Concrete construction Concrete structures Earthquake damage Earthquake resistance Ground motion Molecular Optical and Plasma Physics Physics Physics and Astronomy Quantum Physics Recovery Reinforced concrete Resilience Scientific Research Paper Seismic analysis Seismic response Seismicity Structural damage |
| title | Effect of Seismicity on the Seismic Resilience of a R.C. Building |
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