Concept and performance testing of a high-capacity oil damper comprising multiple damper units
Summary There has been a significant increase in the size of building structures in recent years. Huge structures such as high‐rise buildings and large‐domed stadiums require high‐performance structural control, including the use of high‐capacity dampers, especially in an earthquake‐prone country li...
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container_issue | 12 |
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container_title | Earthquake engineering & structural dynamics |
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creator | Yamamoto, Masashi Minewaki, Shigeo Nakahara, Manabu Tsuyuki, Yasuo |
description | Summary
There has been a significant increase in the size of building structures in recent years. Huge structures such as high‐rise buildings and large‐domed stadiums require high‐performance structural control, including the use of high‐capacity dampers, especially in an earthquake‐prone country like Japan. The objective of the present study was the enhancement of both human and structural safety in such structures through the development of a rate‐dependent type of damper with a high damping capacity. Among the various available types of rate‐dependent dampers, the authors focused on the oil damper owing to its stable performance against long‐duration vibrations. The target maximum damping force was 6000 kN, which is higher than that of any existing oil damper utilized in building structures. The authors developed a novel concept for achieving this high capacity while maintaining the size of the damper within acceptable dimensions from an architectural point of view. The concept involves the use of multiple damper units that produce mechanically parallel damping forces spatially arranged in series. As a prototype, a 1500‐kN oil damper was fabricated by combining three 500‐kN dampers. The 1500‐kN prototype damper was conceived as a full‐scale prototype of a damper that is more slender than comparable commercially available dampers in Japan, and as a scaled model of the proposed 6000‐kN damper.
Sinusoidal loading tests were conducted on the prototype damper using a frequency range of 0.1–1.5 Hz and a velocity range of 0.4–300 mm/s. The results confirmed that the damper produced the design damping forces. The results of earthquake loading tests also revealed that the damper exerted a stable damping force against a large earthquake and maintained its performance after the earthquake. The damper is particularly effective against earthquakes with long‐period components that could increase the temperature of a damper. This is afforded by its high heat capacity compared to conventional dampers.
Considering that the proposed 6000‐kN damper will generate a damping force that is about 2–3 times that of the strongest conventional oil damper, existing manufacturer test machines would be inadequate for evaluating its full performance characteristics. To address this issue, the authors also propose a test method for evaluating the overall damping force. The method is premised on the fact that the characteristic feature of the proposed damper is its combination of multi |
doi_str_mv | 10.1002/eqe.2728 |
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There has been a significant increase in the size of building structures in recent years. Huge structures such as high‐rise buildings and large‐domed stadiums require high‐performance structural control, including the use of high‐capacity dampers, especially in an earthquake‐prone country like Japan. The objective of the present study was the enhancement of both human and structural safety in such structures through the development of a rate‐dependent type of damper with a high damping capacity. Among the various available types of rate‐dependent dampers, the authors focused on the oil damper owing to its stable performance against long‐duration vibrations. The target maximum damping force was 6000 kN, which is higher than that of any existing oil damper utilized in building structures. The authors developed a novel concept for achieving this high capacity while maintaining the size of the damper within acceptable dimensions from an architectural point of view. The concept involves the use of multiple damper units that produce mechanically parallel damping forces spatially arranged in series. As a prototype, a 1500‐kN oil damper was fabricated by combining three 500‐kN dampers. The 1500‐kN prototype damper was conceived as a full‐scale prototype of a damper that is more slender than comparable commercially available dampers in Japan, and as a scaled model of the proposed 6000‐kN damper.
Sinusoidal loading tests were conducted on the prototype damper using a frequency range of 0.1–1.5 Hz and a velocity range of 0.4–300 mm/s. The results confirmed that the damper produced the design damping forces. The results of earthquake loading tests also revealed that the damper exerted a stable damping force against a large earthquake and maintained its performance after the earthquake. The damper is particularly effective against earthquakes with long‐period components that could increase the temperature of a damper. This is afforded by its high heat capacity compared to conventional dampers.
Considering that the proposed 6000‐kN damper will generate a damping force that is about 2–3 times that of the strongest conventional oil damper, existing manufacturer test machines would be inadequate for evaluating its full performance characteristics. To address this issue, the authors also propose a test method for evaluating the overall damping force. The method is premised on the fact that the characteristic feature of the proposed damper is its combination of multiple damper units. The overall performance is thus evaluated using the test results for the individual damper units while the other dampers are bypassed. This method was verified by the results of the abovementioned sinusoidal loading tests, with the error for the 1500‐kN prototype damper found to be less than 5%. Copyright © 2016 John Wiley & Sons, Ltd.</description><identifier>ISSN: 0098-8847</identifier><identifier>EISSN: 1096-9845</identifier><identifier>DOI: 10.1002/eqe.2728</identifier><identifier>CODEN: IJEEBG</identifier><language>eng</language><publisher>Bognor Regis: Blackwell Publishing Ltd</publisher><subject>Buildings ; Dampers ; Damping ; Earthquake dampers ; Earthquake design ; Earthquakes ; full-scale test ; high capacity ; oil damper ; Performance evaluation ; Prototypes ; supplemental damper ; test method</subject><ispartof>Earthquake engineering & structural dynamics, 2016-10, Vol.45 (12), p.1919-1933</ispartof><rights>Copyright © 2016 John Wiley & Sons, Ltd.</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c3978-5a09af9b0194597ceff50f3f68fca5630e53a76ae2a1a5163ad1db9901827c613</citedby><cites>FETCH-LOGICAL-c3978-5a09af9b0194597ceff50f3f68fca5630e53a76ae2a1a5163ad1db9901827c613</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttps://onlinelibrary.wiley.com/doi/pdf/10.1002%2Feqe.2728$$EPDF$$P50$$Gwiley$$H</linktopdf><linktohtml>$$Uhttps://onlinelibrary.wiley.com/doi/full/10.1002%2Feqe.2728$$EHTML$$P50$$Gwiley$$H</linktohtml><link.rule.ids>314,780,784,1417,27924,27925,45574,45575</link.rule.ids></links><search><creatorcontrib>Yamamoto, Masashi</creatorcontrib><creatorcontrib>Minewaki, Shigeo</creatorcontrib><creatorcontrib>Nakahara, Manabu</creatorcontrib><creatorcontrib>Tsuyuki, Yasuo</creatorcontrib><title>Concept and performance testing of a high-capacity oil damper comprising multiple damper units</title><title>Earthquake engineering & structural dynamics</title><addtitle>Earthquake Engng Struct. Dyn</addtitle><description>Summary
There has been a significant increase in the size of building structures in recent years. Huge structures such as high‐rise buildings and large‐domed stadiums require high‐performance structural control, including the use of high‐capacity dampers, especially in an earthquake‐prone country like Japan. The objective of the present study was the enhancement of both human and structural safety in such structures through the development of a rate‐dependent type of damper with a high damping capacity. Among the various available types of rate‐dependent dampers, the authors focused on the oil damper owing to its stable performance against long‐duration vibrations. The target maximum damping force was 6000 kN, which is higher than that of any existing oil damper utilized in building structures. The authors developed a novel concept for achieving this high capacity while maintaining the size of the damper within acceptable dimensions from an architectural point of view. The concept involves the use of multiple damper units that produce mechanically parallel damping forces spatially arranged in series. As a prototype, a 1500‐kN oil damper was fabricated by combining three 500‐kN dampers. The 1500‐kN prototype damper was conceived as a full‐scale prototype of a damper that is more slender than comparable commercially available dampers in Japan, and as a scaled model of the proposed 6000‐kN damper.
Sinusoidal loading tests were conducted on the prototype damper using a frequency range of 0.1–1.5 Hz and a velocity range of 0.4–300 mm/s. The results confirmed that the damper produced the design damping forces. The results of earthquake loading tests also revealed that the damper exerted a stable damping force against a large earthquake and maintained its performance after the earthquake. The damper is particularly effective against earthquakes with long‐period components that could increase the temperature of a damper. This is afforded by its high heat capacity compared to conventional dampers.
Considering that the proposed 6000‐kN damper will generate a damping force that is about 2–3 times that of the strongest conventional oil damper, existing manufacturer test machines would be inadequate for evaluating its full performance characteristics. To address this issue, the authors also propose a test method for evaluating the overall damping force. The method is premised on the fact that the characteristic feature of the proposed damper is its combination of multiple damper units. The overall performance is thus evaluated using the test results for the individual damper units while the other dampers are bypassed. This method was verified by the results of the abovementioned sinusoidal loading tests, with the error for the 1500‐kN prototype damper found to be less than 5%. Copyright © 2016 John Wiley & Sons, Ltd.</description><subject>Buildings</subject><subject>Dampers</subject><subject>Damping</subject><subject>Earthquake dampers</subject><subject>Earthquake design</subject><subject>Earthquakes</subject><subject>full-scale test</subject><subject>high capacity</subject><subject>oil damper</subject><subject>Performance evaluation</subject><subject>Prototypes</subject><subject>supplemental damper</subject><subject>test method</subject><issn>0098-8847</issn><issn>1096-9845</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2016</creationdate><recordtype>article</recordtype><recordid>eNqN0V1rFDEUBuAgFlyr4E8IeOPN1JPJ5OtS1u0qVKVF8c5wmk3a1JnJNJlB99-bpX6gIPQqkDy8nJOXkGcMThhA-9Lf-pNWtfoBWTEwsjG6Ew_JCsDoRutOPSKPS7kBAC5BrciXdRqdn2aK445OPoeUB6w3dPZljuMVTYEivY5X143DCV2c9zTFnu5wqJq6NEw5lgMcln6OU-9_PS1jnMsTchSwL_7pz_OYfDrdfFy_ac4-bN-uX501jhulG4FgMJhLYKYTRjkfgoDAg9TBoZAcvOCoJPoWGQomOe7Y7tIYYLpVTjJ-TF7c5U453S51dDvE4nzf4-jTUizTXEghmZL3oK2qwYKpSp__Q2_Skse6SFVMatV1jP8JdDmVkn2w9UsGzHvLwB46sbUTe-ik0uaOfou93__X2c355m8fy-y___aYv1qpuBL28_utfb1-18IFE3bLfwBb_Jts</recordid><startdate>20161010</startdate><enddate>20161010</enddate><creator>Yamamoto, Masashi</creator><creator>Minewaki, Shigeo</creator><creator>Nakahara, Manabu</creator><creator>Tsuyuki, Yasuo</creator><general>Blackwell Publishing Ltd</general><general>Wiley Subscription Services, Inc</general><scope>BSCLL</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>7ST</scope><scope>7TG</scope><scope>7UA</scope><scope>8FD</scope><scope>C1K</scope><scope>F1W</scope><scope>FR3</scope><scope>H96</scope><scope>KL.</scope><scope>KR7</scope><scope>L.G</scope><scope>SOI</scope><scope>7SM</scope></search><sort><creationdate>20161010</creationdate><title>Concept and performance testing of a high-capacity oil damper comprising multiple damper units</title><author>Yamamoto, Masashi ; Minewaki, Shigeo ; Nakahara, Manabu ; Tsuyuki, Yasuo</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c3978-5a09af9b0194597ceff50f3f68fca5630e53a76ae2a1a5163ad1db9901827c613</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2016</creationdate><topic>Buildings</topic><topic>Dampers</topic><topic>Damping</topic><topic>Earthquake dampers</topic><topic>Earthquake design</topic><topic>Earthquakes</topic><topic>full-scale test</topic><topic>high capacity</topic><topic>oil damper</topic><topic>Performance evaluation</topic><topic>Prototypes</topic><topic>supplemental damper</topic><topic>test method</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Yamamoto, Masashi</creatorcontrib><creatorcontrib>Minewaki, Shigeo</creatorcontrib><creatorcontrib>Nakahara, Manabu</creatorcontrib><creatorcontrib>Tsuyuki, Yasuo</creatorcontrib><collection>Istex</collection><collection>CrossRef</collection><collection>Environment Abstracts</collection><collection>Meteorological & Geoastrophysical Abstracts</collection><collection>Water Resources Abstracts</collection><collection>Technology Research Database</collection><collection>Environmental Sciences and Pollution Management</collection><collection>ASFA: Aquatic Sciences and Fisheries Abstracts</collection><collection>Engineering Research Database</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) 2: Ocean Technology, Policy & Non-Living Resources</collection><collection>Meteorological & Geoastrophysical Abstracts - Academic</collection><collection>Civil Engineering Abstracts</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) Professional</collection><collection>Environment Abstracts</collection><collection>Earthquake Engineering Abstracts</collection><jtitle>Earthquake engineering & structural dynamics</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Yamamoto, Masashi</au><au>Minewaki, Shigeo</au><au>Nakahara, Manabu</au><au>Tsuyuki, Yasuo</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Concept and performance testing of a high-capacity oil damper comprising multiple damper units</atitle><jtitle>Earthquake engineering & structural dynamics</jtitle><addtitle>Earthquake Engng Struct. Dyn</addtitle><date>2016-10-10</date><risdate>2016</risdate><volume>45</volume><issue>12</issue><spage>1919</spage><epage>1933</epage><pages>1919-1933</pages><issn>0098-8847</issn><eissn>1096-9845</eissn><coden>IJEEBG</coden><abstract>Summary
There has been a significant increase in the size of building structures in recent years. Huge structures such as high‐rise buildings and large‐domed stadiums require high‐performance structural control, including the use of high‐capacity dampers, especially in an earthquake‐prone country like Japan. The objective of the present study was the enhancement of both human and structural safety in such structures through the development of a rate‐dependent type of damper with a high damping capacity. Among the various available types of rate‐dependent dampers, the authors focused on the oil damper owing to its stable performance against long‐duration vibrations. The target maximum damping force was 6000 kN, which is higher than that of any existing oil damper utilized in building structures. The authors developed a novel concept for achieving this high capacity while maintaining the size of the damper within acceptable dimensions from an architectural point of view. The concept involves the use of multiple damper units that produce mechanically parallel damping forces spatially arranged in series. As a prototype, a 1500‐kN oil damper was fabricated by combining three 500‐kN dampers. The 1500‐kN prototype damper was conceived as a full‐scale prototype of a damper that is more slender than comparable commercially available dampers in Japan, and as a scaled model of the proposed 6000‐kN damper.
Sinusoidal loading tests were conducted on the prototype damper using a frequency range of 0.1–1.5 Hz and a velocity range of 0.4–300 mm/s. The results confirmed that the damper produced the design damping forces. The results of earthquake loading tests also revealed that the damper exerted a stable damping force against a large earthquake and maintained its performance after the earthquake. The damper is particularly effective against earthquakes with long‐period components that could increase the temperature of a damper. This is afforded by its high heat capacity compared to conventional dampers.
Considering that the proposed 6000‐kN damper will generate a damping force that is about 2–3 times that of the strongest conventional oil damper, existing manufacturer test machines would be inadequate for evaluating its full performance characteristics. To address this issue, the authors also propose a test method for evaluating the overall damping force. The method is premised on the fact that the characteristic feature of the proposed damper is its combination of multiple damper units. The overall performance is thus evaluated using the test results for the individual damper units while the other dampers are bypassed. This method was verified by the results of the abovementioned sinusoidal loading tests, with the error for the 1500‐kN prototype damper found to be less than 5%. Copyright © 2016 John Wiley & Sons, Ltd.</abstract><cop>Bognor Regis</cop><pub>Blackwell Publishing Ltd</pub><doi>10.1002/eqe.2728</doi><tpages>15</tpages></addata></record> |
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subjects | Buildings Dampers Damping Earthquake dampers Earthquake design Earthquakes full-scale test high capacity oil damper Performance evaluation Prototypes supplemental damper test method |
title | Concept and performance testing of a high-capacity oil damper comprising multiple damper units |
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