Seismic performance of precast steel reinforced concrete building
Precast Steel Reinforced Concrete (PSRC) structural frame systems for moment-resisting, comprised of Prefabricated Steel (S) girders and Precast Reinforced Cement Concrete (RCC) columns. This structural system has the advantage of inherent stiffness and damping during a seismic event. PSRC moment-re...
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| description | Precast Steel Reinforced Concrete (PSRC) structural frame systems for moment-resisting, comprised of Prefabricated Steel (S) girders and Precast Reinforced Cement Concrete (RCC) columns. This structural system has the advantage of inherent stiffness and damping during a seismic event. PSRC moment-resisting frame system is also known for its construction efficiency, lightweight and low-cost. Earlier investigations have shown PSRC systems useful in designing and constructing the buildings while maintaining ample strength and high ductility during seismic incidents. Despite much previous research on it, the use of the PSRC structural system in India is still limited. Previous studies have accepted a vital need to review thorough structural systems using experiment and analytical studies-to validate the understanding collected till date and act as evidence of concept for the PSRC moment-resisting frame system. This paper aims to facilitate more recognition and use of the PSRC structural system as a feasible choice to traditional RCC lateral resisting systems. Two structures are studied to evaluate low-rise PSRC and RCC structures’ performance during maximum considered earthquake events. These consist of typical steel beams and Precast R.C. columns frame buildings. Four-story PSRC buildings are designed according to Indian Codes of practice. Design columns under provisions of Indian reinforced concrete structures code, and beams are designed according to Indian steel construction code. The comparative studies for the two buildings are presented. |
| doi_str_mv | 10.1063/5.0153993 |
| format | Conference Proceeding |
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This structural system has the advantage of inherent stiffness and damping during a seismic event. PSRC moment-resisting frame system is also known for its construction efficiency, lightweight and low-cost. Earlier investigations have shown PSRC systems useful in designing and constructing the buildings while maintaining ample strength and high ductility during seismic incidents. Despite much previous research on it, the use of the PSRC structural system in India is still limited. Previous studies have accepted a vital need to review thorough structural systems using experiment and analytical studies-to validate the understanding collected till date and act as evidence of concept for the PSRC moment-resisting frame system. This paper aims to facilitate more recognition and use of the PSRC structural system as a feasible choice to traditional RCC lateral resisting systems. Two structures are studied to evaluate low-rise PSRC and RCC structures’ performance during maximum considered earthquake events. These consist of typical steel beams and Precast R.C. columns frame buildings. Four-story PSRC buildings are designed according to Indian Codes of practice. Design columns under provisions of Indian reinforced concrete structures code, and beams are designed according to Indian steel construction code. 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This structural system has the advantage of inherent stiffness and damping during a seismic event. PSRC moment-resisting frame system is also known for its construction efficiency, lightweight and low-cost. Earlier investigations have shown PSRC systems useful in designing and constructing the buildings while maintaining ample strength and high ductility during seismic incidents. Despite much previous research on it, the use of the PSRC structural system in India is still limited. Previous studies have accepted a vital need to review thorough structural systems using experiment and analytical studies-to validate the understanding collected till date and act as evidence of concept for the PSRC moment-resisting frame system. This paper aims to facilitate more recognition and use of the PSRC structural system as a feasible choice to traditional RCC lateral resisting systems. Two structures are studied to evaluate low-rise PSRC and RCC structures’ performance during maximum considered earthquake events. These consist of typical steel beams and Precast R.C. columns frame buildings. Four-story PSRC buildings are designed according to Indian Codes of practice. Design columns under provisions of Indian reinforced concrete structures code, and beams are designed according to Indian steel construction code. The comparative studies for the two buildings are presented.</description><subject>Codes of Practice</subject><subject>Columns (structural)</subject><subject>Comparative studies</subject><subject>Concrete</subject><subject>Concrete structures</subject><subject>Damping</subject><subject>Earthquake dampers</subject><subject>Frame structures</subject><subject>Girders</subject><subject>Precast concrete</subject><subject>Reinforced cements</subject><subject>Reinforced concrete</subject><subject>Reinforcing steels</subject><subject>Seismic activity</subject><subject>Seismic engineering</subject><subject>Seismic response</subject><subject>Steel beams</subject><subject>Steel construction</subject><issn>0094-243X</issn><issn>1551-7616</issn><fulltext>true</fulltext><rsrctype>conference_proceeding</rsrctype><creationdate>2023</creationdate><recordtype>conference_proceeding</recordtype><recordid>eNotkE1LAzEYhIMouFYP_oOAN2FrPjbJ5liKX1DwYA_eQvbdN5KyXybbg__elfYwzGEeZmAIuedszZmWT2rNuJLWygtScKV4aTTXl6RgzFalqOTXNbnJ-cCYsMbUBdl8Ysx9BDphCmPq_QBIx0CnhODzTPOM2NGEcVhSwJbCOEDCGWlzjF0bh-9bchV8l_Hu7Cuyf3neb9_K3cfr-3azKyerdSlFMBqCaXkDXNSCMxFEaC14E7DxUlsQYFvEurHKSgnK-kaGEJiQggcuV-ThVDul8eeIeXaH8ZiGZdGJuhK6WmQW6vFEZYizn-M4uCnF3qdfx5n7f8gpd35I_gFy-lh9</recordid><startdate>20230727</startdate><enddate>20230727</enddate><creator>Arastu, Mohammad</creator><creator>Moin, Khalid</creator><general>American Institute of Physics</general><scope>8FD</scope><scope>H8D</scope><scope>L7M</scope></search><sort><creationdate>20230727</creationdate><title>Seismic performance of precast steel reinforced concrete building</title><author>Arastu, Mohammad ; Moin, Khalid</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-p966-32f76cf7d1bc1282102f2fd9ca7feba369c2c9dee8b95933c59ab3fff02321f13</frbrgroupid><rsrctype>conference_proceedings</rsrctype><prefilter>conference_proceedings</prefilter><language>eng</language><creationdate>2023</creationdate><topic>Codes of Practice</topic><topic>Columns (structural)</topic><topic>Comparative studies</topic><topic>Concrete</topic><topic>Concrete structures</topic><topic>Damping</topic><topic>Earthquake dampers</topic><topic>Frame structures</topic><topic>Girders</topic><topic>Precast concrete</topic><topic>Reinforced cements</topic><topic>Reinforced concrete</topic><topic>Reinforcing steels</topic><topic>Seismic activity</topic><topic>Seismic engineering</topic><topic>Seismic response</topic><topic>Steel beams</topic><topic>Steel construction</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Arastu, Mohammad</creatorcontrib><creatorcontrib>Moin, Khalid</creatorcontrib><collection>Technology Research Database</collection><collection>Aerospace Database</collection><collection>Advanced Technologies Database with Aerospace</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Arastu, Mohammad</au><au>Moin, Khalid</au><au>Sharma, Prashant</au><au>Goyal, Sudhir Kumar</au><au>Singh, Kunwar Raghvendra</au><format>book</format><genre>proceeding</genre><ristype>CONF</ristype><atitle>Seismic performance of precast steel reinforced concrete building</atitle><btitle>AIP conference proceedings</btitle><date>2023-07-27</date><risdate>2023</risdate><volume>2721</volume><issue>1</issue><issn>0094-243X</issn><eissn>1551-7616</eissn><coden>APCPCS</coden><abstract>Precast Steel Reinforced Concrete (PSRC) structural frame systems for moment-resisting, comprised of Prefabricated Steel (S) girders and Precast Reinforced Cement Concrete (RCC) columns. This structural system has the advantage of inherent stiffness and damping during a seismic event. PSRC moment-resisting frame system is also known for its construction efficiency, lightweight and low-cost. Earlier investigations have shown PSRC systems useful in designing and constructing the buildings while maintaining ample strength and high ductility during seismic incidents. Despite much previous research on it, the use of the PSRC structural system in India is still limited. Previous studies have accepted a vital need to review thorough structural systems using experiment and analytical studies-to validate the understanding collected till date and act as evidence of concept for the PSRC moment-resisting frame system. This paper aims to facilitate more recognition and use of the PSRC structural system as a feasible choice to traditional RCC lateral resisting systems. Two structures are studied to evaluate low-rise PSRC and RCC structures’ performance during maximum considered earthquake events. These consist of typical steel beams and Precast R.C. columns frame buildings. Four-story PSRC buildings are designed according to Indian Codes of practice. Design columns under provisions of Indian reinforced concrete structures code, and beams are designed according to Indian steel construction code. The comparative studies for the two buildings are presented.</abstract><cop>Melville</cop><pub>American Institute of Physics</pub><doi>10.1063/5.0153993</doi><tpages>9</tpages></addata></record> |
| fulltext | fulltext |
| identifier | ISSN: 0094-243X |
| ispartof | AIP conference proceedings, 2023, Vol.2721 (1) |
| issn | 0094-243X 1551-7616 |
| language | eng |
| recordid | cdi_proquest_journals_2842644267 |
| source | AIP Journals Complete |
| subjects | Codes of Practice Columns (structural) Comparative studies Concrete Concrete structures Damping Earthquake dampers Frame structures Girders Precast concrete Reinforced cements Reinforced concrete Reinforcing steels Seismic activity Seismic engineering Seismic response Steel beams Steel construction |
| title | Seismic performance of precast steel reinforced concrete building |
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