A real-time hybrid testing based on shaking table and actuator for cable tray systems
For precisely disclosing the seismic performance of cable tray systems, one novel Real-Time Hybrid Testing based on Shaking Table and Actuator (RTHT-STA) is proposed in this paper. In the proposed method, one shaking table is used to simulate the ground motion, and one servo-hydraulic actuator contr...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Xu, Guoshan [verfasserIn] Zheng, Lichang [verfasserIn] Wu, Bin [verfasserIn] Wang, Zhen [verfasserIn] Sun, Guoliang [verfasserIn] Zhang, Xuezhong [verfasserIn] Li, Dongjun [verfasserIn] Yang, Ge [verfasserIn] Wang, Tao [verfasserIn] |
|---|
| Format: |
E-Artikel |
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| Sprache: |
Englisch |
| Erschienen: |
2023 |
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| Schlagwörter: |
Real-time hybrid testing based on shaking table and actuator |
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| Übergeordnetes Werk: |
Enthalten in: Engineering structures - Amsterdam [u.a.] : Elsevier Science, 1978, 284 |
|---|---|
| Übergeordnetes Werk: |
volume:284 |
| DOI / URN: |
10.1016/j.engstruct.2023.115977 |
|---|
| Katalog-ID: |
ELV010096175 |
|---|
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| 024 | 7 | |a 10.1016/j.engstruct.2023.115977 |2 doi | |
| 035 | |a (DE-627)ELV010096175 | ||
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| 245 | 1 | 0 | |a A real-time hybrid testing based on shaking table and actuator for cable tray systems |
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| 520 | |a For precisely disclosing the seismic performance of cable tray systems, one novel Real-Time Hybrid Testing based on Shaking Table and Actuator (RTHT-STA) is proposed in this paper. In the proposed method, one shaking table is used to simulate the ground motion, and one servo-hydraulic actuator controlled with displacement mode is set up on the shaking table for truly simulating the transverse shear boundary conditions between the numerical substructure and the experimental substructure of cable tray systems. The advantage of the proposed method is accurately realizing the loading requirements of high-precision large deformation on cable tray systems. The effectiveness and accuracy of the proposed method are validated by numerical simulations and experimental tests. The experimental results show that the real-time hybrid testing system is stable and reliable. The correlation coefficients between the results of the proposed method and those of the traditional shaking table tests are higher up to 91.78%. The results indicate the effectiveness and the high accuracy of the proposed RTHT-STA for cable tray systems. The RTHT-STA provides an economical and precise investigation strategy for disclosing the seismic performance of cable tray systems and may have broad application prospects in the field of communication engineering and civil engineering. | ||
| 650 | 4 | |a Real-time hybrid testing | |
| 650 | 4 | |a Real-time hybrid testing based on shaking table and actuator | |
| 650 | 4 | |a Shaking table substructure testing | |
| 650 | 4 | |a Shaking table | |
| 650 | 4 | |a Actuator | |
| 650 | 4 | |a Cable tray system | |
| 700 | 1 | |a Zheng, Lichang |e verfasserin |4 aut | |
| 700 | 1 | |a Wu, Bin |e verfasserin |4 aut | |
| 700 | 1 | |a Wang, Zhen |e verfasserin |4 aut | |
| 700 | 1 | |a Sun, Guoliang |e verfasserin |4 aut | |
| 700 | 1 | |a Zhang, Xuezhong |e verfasserin |4 aut | |
| 700 | 1 | |a Li, Dongjun |e verfasserin |4 aut | |
| 700 | 1 | |a Yang, Ge |e verfasserin |4 aut | |
| 700 | 1 | |a Wang, Tao |e verfasserin |4 aut | |
| 773 | 0 | 8 | |i Enthalten in |t Engineering structures |d Amsterdam [u.a.] : Elsevier Science, 1978 |g 284 |h Online-Ressource |w (DE-627)320423344 |w (DE-600)2002833-7 |w (DE-576)259271195 |x 0141-0296 |7 nnns |
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| 912 | |a GBV_ILN_4338 | ||
| 912 | |a GBV_ILN_4393 | ||
| 912 | |a GBV_ILN_4700 | ||
| 936 | b | k | |a 38.38 |j Seismologie |q VZ |
| 936 | b | k | |a 56.20 |j Ingenieurgeologie |j Bodenmechanik |q VZ |
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| 952 | |d 284 | ||
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| allfields |
10.1016/j.engstruct.2023.115977 doi (DE-627)ELV010096175 (ELSEVIER)S0141-0296(23)00391-7 DE-627 ger DE-627 rda eng 690 VZ 38.38 bkl 56.20 bkl 56.11 bkl Xu, Guoshan verfasserin aut A real-time hybrid testing based on shaking table and actuator for cable tray systems 2023 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier For precisely disclosing the seismic performance of cable tray systems, one novel Real-Time Hybrid Testing based on Shaking Table and Actuator (RTHT-STA) is proposed in this paper. In the proposed method, one shaking table is used to simulate the ground motion, and one servo-hydraulic actuator controlled with displacement mode is set up on the shaking table for truly simulating the transverse shear boundary conditions between the numerical substructure and the experimental substructure of cable tray systems. The advantage of the proposed method is accurately realizing the loading requirements of high-precision large deformation on cable tray systems. The effectiveness and accuracy of the proposed method are validated by numerical simulations and experimental tests. The experimental results show that the real-time hybrid testing system is stable and reliable. The correlation coefficients between the results of the proposed method and those of the traditional shaking table tests are higher up to 91.78%. The results indicate the effectiveness and the high accuracy of the proposed RTHT-STA for cable tray systems. The RTHT-STA provides an economical and precise investigation strategy for disclosing the seismic performance of cable tray systems and may have broad application prospects in the field of communication engineering and civil engineering. Real-time hybrid testing Real-time hybrid testing based on shaking table and actuator Shaking table substructure testing Shaking table Actuator Cable tray system Zheng, Lichang verfasserin aut Wu, Bin verfasserin aut Wang, Zhen verfasserin aut Sun, Guoliang verfasserin aut Zhang, Xuezhong verfasserin aut Li, Dongjun verfasserin aut Yang, Ge verfasserin aut Wang, Tao verfasserin aut Enthalten in Engineering structures Amsterdam [u.a.] : Elsevier Science, 1978 284 Online-Ressource (DE-627)320423344 (DE-600)2002833-7 (DE-576)259271195 0141-0296 nnns volume:284 GBV_USEFLAG_U GBV_ELV SYSFLAG_U SSG-OPC-GEO GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_150 GBV_ILN_151 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2034 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2088 GBV_ILN_2106 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2470 GBV_ILN_2507 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4242 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 38.38 Seismologie VZ 56.20 Ingenieurgeologie Bodenmechanik VZ 56.11 Baukonstruktion VZ AR 284 |
| spelling |
10.1016/j.engstruct.2023.115977 doi (DE-627)ELV010096175 (ELSEVIER)S0141-0296(23)00391-7 DE-627 ger DE-627 rda eng 690 VZ 38.38 bkl 56.20 bkl 56.11 bkl Xu, Guoshan verfasserin aut A real-time hybrid testing based on shaking table and actuator for cable tray systems 2023 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier For precisely disclosing the seismic performance of cable tray systems, one novel Real-Time Hybrid Testing based on Shaking Table and Actuator (RTHT-STA) is proposed in this paper. In the proposed method, one shaking table is used to simulate the ground motion, and one servo-hydraulic actuator controlled with displacement mode is set up on the shaking table for truly simulating the transverse shear boundary conditions between the numerical substructure and the experimental substructure of cable tray systems. The advantage of the proposed method is accurately realizing the loading requirements of high-precision large deformation on cable tray systems. The effectiveness and accuracy of the proposed method are validated by numerical simulations and experimental tests. The experimental results show that the real-time hybrid testing system is stable and reliable. The correlation coefficients between the results of the proposed method and those of the traditional shaking table tests are higher up to 91.78%. The results indicate the effectiveness and the high accuracy of the proposed RTHT-STA for cable tray systems. The RTHT-STA provides an economical and precise investigation strategy for disclosing the seismic performance of cable tray systems and may have broad application prospects in the field of communication engineering and civil engineering. Real-time hybrid testing Real-time hybrid testing based on shaking table and actuator Shaking table substructure testing Shaking table Actuator Cable tray system Zheng, Lichang verfasserin aut Wu, Bin verfasserin aut Wang, Zhen verfasserin aut Sun, Guoliang verfasserin aut Zhang, Xuezhong verfasserin aut Li, Dongjun verfasserin aut Yang, Ge verfasserin aut Wang, Tao verfasserin aut Enthalten in Engineering structures Amsterdam [u.a.] : Elsevier Science, 1978 284 Online-Ressource (DE-627)320423344 (DE-600)2002833-7 (DE-576)259271195 0141-0296 nnns volume:284 GBV_USEFLAG_U GBV_ELV SYSFLAG_U SSG-OPC-GEO GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_150 GBV_ILN_151 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2034 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2088 GBV_ILN_2106 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2470 GBV_ILN_2507 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4242 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 38.38 Seismologie VZ 56.20 Ingenieurgeologie Bodenmechanik VZ 56.11 Baukonstruktion VZ AR 284 |
| allfields_unstemmed |
10.1016/j.engstruct.2023.115977 doi (DE-627)ELV010096175 (ELSEVIER)S0141-0296(23)00391-7 DE-627 ger DE-627 rda eng 690 VZ 38.38 bkl 56.20 bkl 56.11 bkl Xu, Guoshan verfasserin aut A real-time hybrid testing based on shaking table and actuator for cable tray systems 2023 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier For precisely disclosing the seismic performance of cable tray systems, one novel Real-Time Hybrid Testing based on Shaking Table and Actuator (RTHT-STA) is proposed in this paper. In the proposed method, one shaking table is used to simulate the ground motion, and one servo-hydraulic actuator controlled with displacement mode is set up on the shaking table for truly simulating the transverse shear boundary conditions between the numerical substructure and the experimental substructure of cable tray systems. The advantage of the proposed method is accurately realizing the loading requirements of high-precision large deformation on cable tray systems. The effectiveness and accuracy of the proposed method are validated by numerical simulations and experimental tests. The experimental results show that the real-time hybrid testing system is stable and reliable. The correlation coefficients between the results of the proposed method and those of the traditional shaking table tests are higher up to 91.78%. The results indicate the effectiveness and the high accuracy of the proposed RTHT-STA for cable tray systems. The RTHT-STA provides an economical and precise investigation strategy for disclosing the seismic performance of cable tray systems and may have broad application prospects in the field of communication engineering and civil engineering. Real-time hybrid testing Real-time hybrid testing based on shaking table and actuator Shaking table substructure testing Shaking table Actuator Cable tray system Zheng, Lichang verfasserin aut Wu, Bin verfasserin aut Wang, Zhen verfasserin aut Sun, Guoliang verfasserin aut Zhang, Xuezhong verfasserin aut Li, Dongjun verfasserin aut Yang, Ge verfasserin aut Wang, Tao verfasserin aut Enthalten in Engineering structures Amsterdam [u.a.] : Elsevier Science, 1978 284 Online-Ressource (DE-627)320423344 (DE-600)2002833-7 (DE-576)259271195 0141-0296 nnns volume:284 GBV_USEFLAG_U GBV_ELV SYSFLAG_U SSG-OPC-GEO GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_150 GBV_ILN_151 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2034 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2088 GBV_ILN_2106 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2470 GBV_ILN_2507 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4242 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 38.38 Seismologie VZ 56.20 Ingenieurgeologie Bodenmechanik VZ 56.11 Baukonstruktion VZ AR 284 |
| allfieldsGer |
10.1016/j.engstruct.2023.115977 doi (DE-627)ELV010096175 (ELSEVIER)S0141-0296(23)00391-7 DE-627 ger DE-627 rda eng 690 VZ 38.38 bkl 56.20 bkl 56.11 bkl Xu, Guoshan verfasserin aut A real-time hybrid testing based on shaking table and actuator for cable tray systems 2023 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier For precisely disclosing the seismic performance of cable tray systems, one novel Real-Time Hybrid Testing based on Shaking Table and Actuator (RTHT-STA) is proposed in this paper. In the proposed method, one shaking table is used to simulate the ground motion, and one servo-hydraulic actuator controlled with displacement mode is set up on the shaking table for truly simulating the transverse shear boundary conditions between the numerical substructure and the experimental substructure of cable tray systems. The advantage of the proposed method is accurately realizing the loading requirements of high-precision large deformation on cable tray systems. The effectiveness and accuracy of the proposed method are validated by numerical simulations and experimental tests. The experimental results show that the real-time hybrid testing system is stable and reliable. The correlation coefficients between the results of the proposed method and those of the traditional shaking table tests are higher up to 91.78%. The results indicate the effectiveness and the high accuracy of the proposed RTHT-STA for cable tray systems. The RTHT-STA provides an economical and precise investigation strategy for disclosing the seismic performance of cable tray systems and may have broad application prospects in the field of communication engineering and civil engineering. Real-time hybrid testing Real-time hybrid testing based on shaking table and actuator Shaking table substructure testing Shaking table Actuator Cable tray system Zheng, Lichang verfasserin aut Wu, Bin verfasserin aut Wang, Zhen verfasserin aut Sun, Guoliang verfasserin aut Zhang, Xuezhong verfasserin aut Li, Dongjun verfasserin aut Yang, Ge verfasserin aut Wang, Tao verfasserin aut Enthalten in Engineering structures Amsterdam [u.a.] : Elsevier Science, 1978 284 Online-Ressource (DE-627)320423344 (DE-600)2002833-7 (DE-576)259271195 0141-0296 nnns volume:284 GBV_USEFLAG_U GBV_ELV SYSFLAG_U SSG-OPC-GEO GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_150 GBV_ILN_151 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2034 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2088 GBV_ILN_2106 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2470 GBV_ILN_2507 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4242 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 38.38 Seismologie VZ 56.20 Ingenieurgeologie Bodenmechanik VZ 56.11 Baukonstruktion VZ AR 284 |
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10.1016/j.engstruct.2023.115977 doi (DE-627)ELV010096175 (ELSEVIER)S0141-0296(23)00391-7 DE-627 ger DE-627 rda eng 690 VZ 38.38 bkl 56.20 bkl 56.11 bkl Xu, Guoshan verfasserin aut A real-time hybrid testing based on shaking table and actuator for cable tray systems 2023 nicht spezifiziert zzz rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier For precisely disclosing the seismic performance of cable tray systems, one novel Real-Time Hybrid Testing based on Shaking Table and Actuator (RTHT-STA) is proposed in this paper. In the proposed method, one shaking table is used to simulate the ground motion, and one servo-hydraulic actuator controlled with displacement mode is set up on the shaking table for truly simulating the transverse shear boundary conditions between the numerical substructure and the experimental substructure of cable tray systems. The advantage of the proposed method is accurately realizing the loading requirements of high-precision large deformation on cable tray systems. The effectiveness and accuracy of the proposed method are validated by numerical simulations and experimental tests. The experimental results show that the real-time hybrid testing system is stable and reliable. The correlation coefficients between the results of the proposed method and those of the traditional shaking table tests are higher up to 91.78%. The results indicate the effectiveness and the high accuracy of the proposed RTHT-STA for cable tray systems. The RTHT-STA provides an economical and precise investigation strategy for disclosing the seismic performance of cable tray systems and may have broad application prospects in the field of communication engineering and civil engineering. Real-time hybrid testing Real-time hybrid testing based on shaking table and actuator Shaking table substructure testing Shaking table Actuator Cable tray system Zheng, Lichang verfasserin aut Wu, Bin verfasserin aut Wang, Zhen verfasserin aut Sun, Guoliang verfasserin aut Zhang, Xuezhong verfasserin aut Li, Dongjun verfasserin aut Yang, Ge verfasserin aut Wang, Tao verfasserin aut Enthalten in Engineering structures Amsterdam [u.a.] : Elsevier Science, 1978 284 Online-Ressource (DE-627)320423344 (DE-600)2002833-7 (DE-576)259271195 0141-0296 nnns volume:284 GBV_USEFLAG_U GBV_ELV SYSFLAG_U SSG-OPC-GEO GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_150 GBV_ILN_151 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_370 GBV_ILN_602 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2034 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2088 GBV_ILN_2106 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2470 GBV_ILN_2507 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4242 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 38.38 Seismologie VZ 56.20 Ingenieurgeologie Bodenmechanik VZ 56.11 Baukonstruktion VZ AR 284 |
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Real-time hybrid testing Real-time hybrid testing based on shaking table and actuator Shaking table substructure testing Shaking table Actuator Cable tray system |
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Xu, Guoshan @@aut@@ Zheng, Lichang @@aut@@ Wu, Bin @@aut@@ Wang, Zhen @@aut@@ Sun, Guoliang @@aut@@ Zhang, Xuezhong @@aut@@ Li, Dongjun @@aut@@ Yang, Ge @@aut@@ Wang, Tao @@aut@@ |
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2023-01-01T00:00:00Z |
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Xu, Guoshan |
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Xu, Guoshan ddc 690 bkl 38.38 bkl 56.20 bkl 56.11 misc Real-time hybrid testing misc Real-time hybrid testing based on shaking table and actuator misc Shaking table substructure testing misc Shaking table misc Actuator misc Cable tray system A real-time hybrid testing based on shaking table and actuator for cable tray systems |
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690 VZ 38.38 bkl 56.20 bkl 56.11 bkl A real-time hybrid testing based on shaking table and actuator for cable tray systems Real-time hybrid testing Real-time hybrid testing based on shaking table and actuator Shaking table substructure testing Shaking table Actuator Cable tray system |
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ddc 690 bkl 38.38 bkl 56.20 bkl 56.11 misc Real-time hybrid testing misc Real-time hybrid testing based on shaking table and actuator misc Shaking table substructure testing misc Shaking table misc Actuator misc Cable tray system |
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ddc 690 bkl 38.38 bkl 56.20 bkl 56.11 misc Real-time hybrid testing misc Real-time hybrid testing based on shaking table and actuator misc Shaking table substructure testing misc Shaking table misc Actuator misc Cable tray system |
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ddc 690 bkl 38.38 bkl 56.20 bkl 56.11 misc Real-time hybrid testing misc Real-time hybrid testing based on shaking table and actuator misc Shaking table substructure testing misc Shaking table misc Actuator misc Cable tray system |
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Xu, Guoshan Zheng, Lichang Wu, Bin Wang, Zhen Sun, Guoliang Zhang, Xuezhong Li, Dongjun Yang, Ge Wang, Tao |
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a real-time hybrid testing based on shaking table and actuator for cable tray systems |
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A real-time hybrid testing based on shaking table and actuator for cable tray systems |
| abstract |
For precisely disclosing the seismic performance of cable tray systems, one novel Real-Time Hybrid Testing based on Shaking Table and Actuator (RTHT-STA) is proposed in this paper. In the proposed method, one shaking table is used to simulate the ground motion, and one servo-hydraulic actuator controlled with displacement mode is set up on the shaking table for truly simulating the transverse shear boundary conditions between the numerical substructure and the experimental substructure of cable tray systems. The advantage of the proposed method is accurately realizing the loading requirements of high-precision large deformation on cable tray systems. The effectiveness and accuracy of the proposed method are validated by numerical simulations and experimental tests. The experimental results show that the real-time hybrid testing system is stable and reliable. The correlation coefficients between the results of the proposed method and those of the traditional shaking table tests are higher up to 91.78%. The results indicate the effectiveness and the high accuracy of the proposed RTHT-STA for cable tray systems. The RTHT-STA provides an economical and precise investigation strategy for disclosing the seismic performance of cable tray systems and may have broad application prospects in the field of communication engineering and civil engineering. |
| abstractGer |
For precisely disclosing the seismic performance of cable tray systems, one novel Real-Time Hybrid Testing based on Shaking Table and Actuator (RTHT-STA) is proposed in this paper. In the proposed method, one shaking table is used to simulate the ground motion, and one servo-hydraulic actuator controlled with displacement mode is set up on the shaking table for truly simulating the transverse shear boundary conditions between the numerical substructure and the experimental substructure of cable tray systems. The advantage of the proposed method is accurately realizing the loading requirements of high-precision large deformation on cable tray systems. The effectiveness and accuracy of the proposed method are validated by numerical simulations and experimental tests. The experimental results show that the real-time hybrid testing system is stable and reliable. The correlation coefficients between the results of the proposed method and those of the traditional shaking table tests are higher up to 91.78%. The results indicate the effectiveness and the high accuracy of the proposed RTHT-STA for cable tray systems. The RTHT-STA provides an economical and precise investigation strategy for disclosing the seismic performance of cable tray systems and may have broad application prospects in the field of communication engineering and civil engineering. |
| abstract_unstemmed |
For precisely disclosing the seismic performance of cable tray systems, one novel Real-Time Hybrid Testing based on Shaking Table and Actuator (RTHT-STA) is proposed in this paper. In the proposed method, one shaking table is used to simulate the ground motion, and one servo-hydraulic actuator controlled with displacement mode is set up on the shaking table for truly simulating the transverse shear boundary conditions between the numerical substructure and the experimental substructure of cable tray systems. The advantage of the proposed method is accurately realizing the loading requirements of high-precision large deformation on cable tray systems. The effectiveness and accuracy of the proposed method are validated by numerical simulations and experimental tests. The experimental results show that the real-time hybrid testing system is stable and reliable. The correlation coefficients between the results of the proposed method and those of the traditional shaking table tests are higher up to 91.78%. The results indicate the effectiveness and the high accuracy of the proposed RTHT-STA for cable tray systems. The RTHT-STA provides an economical and precise investigation strategy for disclosing the seismic performance of cable tray systems and may have broad application prospects in the field of communication engineering and civil engineering. |
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A real-time hybrid testing based on shaking table and actuator for cable tray systems |
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| score |
7.402852 |