Structural Behavior of Construction Joints in a Composite Rigid-Frame Bridge
Abstract Composite rigid-frame bridges with steel girders have excellent structural performance, but behavioral inconsistency appears at the connection between the steel girder and concrete pier. In addition, composite rigid-frame bridges are challenging to construct owing to the need to connect dif...
Ausführliche Beschreibung
Autor*in: |
Cho, Sanghyeon [verfasserIn] |
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E-Artikel |
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Sprache: |
Englisch |
Erschienen: |
2023 |
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Anmerkung: |
© The Author(s) 2023 |
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Übergeordnetes Werk: |
Enthalten in: International journal of concrete structures and materials - Berlin : Springer, 2012, 17(2023), 1 vom: 23. Okt. |
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Übergeordnetes Werk: |
volume:17 ; year:2023 ; number:1 ; day:23 ; month:10 |
Links: |
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DOI / URN: |
10.1186/s40069-023-00614-3 |
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Katalog-ID: |
SPR053492617 |
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520 | |a Abstract Composite rigid-frame bridges with steel girders have excellent structural performance, but behavioral inconsistency appears at the connection between the steel girder and concrete pier. In addition, composite rigid-frame bridges are challenging to construct owing to the need to connect different materials at the pier. Therefore, this study developed and demonstrated a composite rigid-frame bridge with a construction joint and anchors. The structural performance and composite behavior of the proposed construction joint were investigated by evaluating a direct connection between the girder and concrete prior to casting (Joint A), a plain construction joint (Joint B), and a construction joint with anchors (Joint C). Joints B and C exhibited 16.5% and 46.5% higher ultimate capacities, respectively, than did Joint A. Finite element analysis of Joint C was conducted, and its results were verified against the experimental results. Further, parameter analysis was performed to determine the effects of the steel girder strength and anchor diameter. The results indicated that the proposed construction joint with anchors exhibited excellent structural performance and composite behavior. | ||
650 | 4 | |a Composite rigid-frame bridge |7 (dpeaa)DE-He213 | |
650 | 4 | |a Composite behavior |7 (dpeaa)DE-He213 | |
650 | 4 | |a Construction joint |7 (dpeaa)DE-He213 | |
650 | 4 | |a Anchor |7 (dpeaa)DE-He213 | |
650 | 4 | |a Finite element analysis |7 (dpeaa)DE-He213 | |
700 | 1 | |a Choi, Jungho |4 aut | |
700 | 1 | |a Lee, Heeyoung |4 aut | |
700 | 1 | |a Chung, Wonseok |4 aut | |
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10.1186/s40069-023-00614-3 doi (DE-627)SPR053492617 (SPR)s40069-023-00614-3-e DE-627 ger DE-627 rakwb eng Cho, Sanghyeon verfasserin aut Structural Behavior of Construction Joints in a Composite Rigid-Frame Bridge 2023 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © The Author(s) 2023 Abstract Composite rigid-frame bridges with steel girders have excellent structural performance, but behavioral inconsistency appears at the connection between the steel girder and concrete pier. In addition, composite rigid-frame bridges are challenging to construct owing to the need to connect different materials at the pier. Therefore, this study developed and demonstrated a composite rigid-frame bridge with a construction joint and anchors. The structural performance and composite behavior of the proposed construction joint were investigated by evaluating a direct connection between the girder and concrete prior to casting (Joint A), a plain construction joint (Joint B), and a construction joint with anchors (Joint C). Joints B and C exhibited 16.5% and 46.5% higher ultimate capacities, respectively, than did Joint A. Finite element analysis of Joint C was conducted, and its results were verified against the experimental results. Further, parameter analysis was performed to determine the effects of the steel girder strength and anchor diameter. The results indicated that the proposed construction joint with anchors exhibited excellent structural performance and composite behavior. Composite rigid-frame bridge (dpeaa)DE-He213 Composite behavior (dpeaa)DE-He213 Construction joint (dpeaa)DE-He213 Anchor (dpeaa)DE-He213 Finite element analysis (dpeaa)DE-He213 Choi, Jungho aut Lee, Heeyoung aut Chung, Wonseok aut Enthalten in International journal of concrete structures and materials Berlin : Springer, 2012 17(2023), 1 vom: 23. Okt. (DE-627)752436694 (DE-600)2724363-1 2234-1315 nnns volume:17 year:2023 number:1 day:23 month:10 https://dx.doi.org/10.1186/s40069-023-00614-3 kostenfrei Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_39 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_95 GBV_ILN_105 GBV_ILN_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_2014 GBV_ILN_2027 GBV_ILN_2055 GBV_ILN_4012 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4249 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_4335 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4392 GBV_ILN_4700 AR 17 2023 1 23 10 |
spelling |
10.1186/s40069-023-00614-3 doi (DE-627)SPR053492617 (SPR)s40069-023-00614-3-e DE-627 ger DE-627 rakwb eng Cho, Sanghyeon verfasserin aut Structural Behavior of Construction Joints in a Composite Rigid-Frame Bridge 2023 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © The Author(s) 2023 Abstract Composite rigid-frame bridges with steel girders have excellent structural performance, but behavioral inconsistency appears at the connection between the steel girder and concrete pier. In addition, composite rigid-frame bridges are challenging to construct owing to the need to connect different materials at the pier. Therefore, this study developed and demonstrated a composite rigid-frame bridge with a construction joint and anchors. The structural performance and composite behavior of the proposed construction joint were investigated by evaluating a direct connection between the girder and concrete prior to casting (Joint A), a plain construction joint (Joint B), and a construction joint with anchors (Joint C). Joints B and C exhibited 16.5% and 46.5% higher ultimate capacities, respectively, than did Joint A. Finite element analysis of Joint C was conducted, and its results were verified against the experimental results. Further, parameter analysis was performed to determine the effects of the steel girder strength and anchor diameter. The results indicated that the proposed construction joint with anchors exhibited excellent structural performance and composite behavior. Composite rigid-frame bridge (dpeaa)DE-He213 Composite behavior (dpeaa)DE-He213 Construction joint (dpeaa)DE-He213 Anchor (dpeaa)DE-He213 Finite element analysis (dpeaa)DE-He213 Choi, Jungho aut Lee, Heeyoung aut Chung, Wonseok aut Enthalten in International journal of concrete structures and materials Berlin : Springer, 2012 17(2023), 1 vom: 23. Okt. (DE-627)752436694 (DE-600)2724363-1 2234-1315 nnns volume:17 year:2023 number:1 day:23 month:10 https://dx.doi.org/10.1186/s40069-023-00614-3 kostenfrei Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_39 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_95 GBV_ILN_105 GBV_ILN_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_2014 GBV_ILN_2027 GBV_ILN_2055 GBV_ILN_4012 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4249 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_4335 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4392 GBV_ILN_4700 AR 17 2023 1 23 10 |
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10.1186/s40069-023-00614-3 doi (DE-627)SPR053492617 (SPR)s40069-023-00614-3-e DE-627 ger DE-627 rakwb eng Cho, Sanghyeon verfasserin aut Structural Behavior of Construction Joints in a Composite Rigid-Frame Bridge 2023 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © The Author(s) 2023 Abstract Composite rigid-frame bridges with steel girders have excellent structural performance, but behavioral inconsistency appears at the connection between the steel girder and concrete pier. In addition, composite rigid-frame bridges are challenging to construct owing to the need to connect different materials at the pier. Therefore, this study developed and demonstrated a composite rigid-frame bridge with a construction joint and anchors. The structural performance and composite behavior of the proposed construction joint were investigated by evaluating a direct connection between the girder and concrete prior to casting (Joint A), a plain construction joint (Joint B), and a construction joint with anchors (Joint C). Joints B and C exhibited 16.5% and 46.5% higher ultimate capacities, respectively, than did Joint A. Finite element analysis of Joint C was conducted, and its results were verified against the experimental results. Further, parameter analysis was performed to determine the effects of the steel girder strength and anchor diameter. The results indicated that the proposed construction joint with anchors exhibited excellent structural performance and composite behavior. Composite rigid-frame bridge (dpeaa)DE-He213 Composite behavior (dpeaa)DE-He213 Construction joint (dpeaa)DE-He213 Anchor (dpeaa)DE-He213 Finite element analysis (dpeaa)DE-He213 Choi, Jungho aut Lee, Heeyoung aut Chung, Wonseok aut Enthalten in International journal of concrete structures and materials Berlin : Springer, 2012 17(2023), 1 vom: 23. Okt. (DE-627)752436694 (DE-600)2724363-1 2234-1315 nnns volume:17 year:2023 number:1 day:23 month:10 https://dx.doi.org/10.1186/s40069-023-00614-3 kostenfrei Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_39 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_95 GBV_ILN_105 GBV_ILN_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_2014 GBV_ILN_2027 GBV_ILN_2055 GBV_ILN_4012 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4249 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_4335 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4392 GBV_ILN_4700 AR 17 2023 1 23 10 |
allfieldsGer |
10.1186/s40069-023-00614-3 doi (DE-627)SPR053492617 (SPR)s40069-023-00614-3-e DE-627 ger DE-627 rakwb eng Cho, Sanghyeon verfasserin aut Structural Behavior of Construction Joints in a Composite Rigid-Frame Bridge 2023 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © The Author(s) 2023 Abstract Composite rigid-frame bridges with steel girders have excellent structural performance, but behavioral inconsistency appears at the connection between the steel girder and concrete pier. In addition, composite rigid-frame bridges are challenging to construct owing to the need to connect different materials at the pier. Therefore, this study developed and demonstrated a composite rigid-frame bridge with a construction joint and anchors. The structural performance and composite behavior of the proposed construction joint were investigated by evaluating a direct connection between the girder and concrete prior to casting (Joint A), a plain construction joint (Joint B), and a construction joint with anchors (Joint C). Joints B and C exhibited 16.5% and 46.5% higher ultimate capacities, respectively, than did Joint A. Finite element analysis of Joint C was conducted, and its results were verified against the experimental results. Further, parameter analysis was performed to determine the effects of the steel girder strength and anchor diameter. The results indicated that the proposed construction joint with anchors exhibited excellent structural performance and composite behavior. Composite rigid-frame bridge (dpeaa)DE-He213 Composite behavior (dpeaa)DE-He213 Construction joint (dpeaa)DE-He213 Anchor (dpeaa)DE-He213 Finite element analysis (dpeaa)DE-He213 Choi, Jungho aut Lee, Heeyoung aut Chung, Wonseok aut Enthalten in International journal of concrete structures and materials Berlin : Springer, 2012 17(2023), 1 vom: 23. Okt. (DE-627)752436694 (DE-600)2724363-1 2234-1315 nnns volume:17 year:2023 number:1 day:23 month:10 https://dx.doi.org/10.1186/s40069-023-00614-3 kostenfrei Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_39 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_95 GBV_ILN_105 GBV_ILN_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_2014 GBV_ILN_2027 GBV_ILN_2055 GBV_ILN_4012 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4249 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_4335 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4392 GBV_ILN_4700 AR 17 2023 1 23 10 |
allfieldsSound |
10.1186/s40069-023-00614-3 doi (DE-627)SPR053492617 (SPR)s40069-023-00614-3-e DE-627 ger DE-627 rakwb eng Cho, Sanghyeon verfasserin aut Structural Behavior of Construction Joints in a Composite Rigid-Frame Bridge 2023 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © The Author(s) 2023 Abstract Composite rigid-frame bridges with steel girders have excellent structural performance, but behavioral inconsistency appears at the connection between the steel girder and concrete pier. In addition, composite rigid-frame bridges are challenging to construct owing to the need to connect different materials at the pier. Therefore, this study developed and demonstrated a composite rigid-frame bridge with a construction joint and anchors. The structural performance and composite behavior of the proposed construction joint were investigated by evaluating a direct connection between the girder and concrete prior to casting (Joint A), a plain construction joint (Joint B), and a construction joint with anchors (Joint C). Joints B and C exhibited 16.5% and 46.5% higher ultimate capacities, respectively, than did Joint A. Finite element analysis of Joint C was conducted, and its results were verified against the experimental results. Further, parameter analysis was performed to determine the effects of the steel girder strength and anchor diameter. The results indicated that the proposed construction joint with anchors exhibited excellent structural performance and composite behavior. Composite rigid-frame bridge (dpeaa)DE-He213 Composite behavior (dpeaa)DE-He213 Construction joint (dpeaa)DE-He213 Anchor (dpeaa)DE-He213 Finite element analysis (dpeaa)DE-He213 Choi, Jungho aut Lee, Heeyoung aut Chung, Wonseok aut Enthalten in International journal of concrete structures and materials Berlin : Springer, 2012 17(2023), 1 vom: 23. Okt. (DE-627)752436694 (DE-600)2724363-1 2234-1315 nnns volume:17 year:2023 number:1 day:23 month:10 https://dx.doi.org/10.1186/s40069-023-00614-3 kostenfrei Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_39 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_95 GBV_ILN_105 GBV_ILN_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_2014 GBV_ILN_2027 GBV_ILN_2055 GBV_ILN_4012 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4249 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_4335 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4392 GBV_ILN_4700 AR 17 2023 1 23 10 |
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Enthalten in International journal of concrete structures and materials 17(2023), 1 vom: 23. Okt. volume:17 year:2023 number:1 day:23 month:10 |
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In addition, composite rigid-frame bridges are challenging to construct owing to the need to connect different materials at the pier. Therefore, this study developed and demonstrated a composite rigid-frame bridge with a construction joint and anchors. The structural performance and composite behavior of the proposed construction joint were investigated by evaluating a direct connection between the girder and concrete prior to casting (Joint A), a plain construction joint (Joint B), and a construction joint with anchors (Joint C). Joints B and C exhibited 16.5% and 46.5% higher ultimate capacities, respectively, than did Joint A. Finite element analysis of Joint C was conducted, and its results were verified against the experimental results. Further, parameter analysis was performed to determine the effects of the steel girder strength and anchor diameter. 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Cho, Sanghyeon |
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Cho, Sanghyeon misc Composite rigid-frame bridge misc Composite behavior misc Construction joint misc Anchor misc Finite element analysis Structural Behavior of Construction Joints in a Composite Rigid-Frame Bridge |
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Structural Behavior of Construction Joints in a Composite Rigid-Frame Bridge Composite rigid-frame bridge (dpeaa)DE-He213 Composite behavior (dpeaa)DE-He213 Construction joint (dpeaa)DE-He213 Anchor (dpeaa)DE-He213 Finite element analysis (dpeaa)DE-He213 |
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structural behavior of construction joints in a composite rigid-frame bridge |
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Structural Behavior of Construction Joints in a Composite Rigid-Frame Bridge |
abstract |
Abstract Composite rigid-frame bridges with steel girders have excellent structural performance, but behavioral inconsistency appears at the connection between the steel girder and concrete pier. In addition, composite rigid-frame bridges are challenging to construct owing to the need to connect different materials at the pier. Therefore, this study developed and demonstrated a composite rigid-frame bridge with a construction joint and anchors. The structural performance and composite behavior of the proposed construction joint were investigated by evaluating a direct connection between the girder and concrete prior to casting (Joint A), a plain construction joint (Joint B), and a construction joint with anchors (Joint C). Joints B and C exhibited 16.5% and 46.5% higher ultimate capacities, respectively, than did Joint A. Finite element analysis of Joint C was conducted, and its results were verified against the experimental results. Further, parameter analysis was performed to determine the effects of the steel girder strength and anchor diameter. The results indicated that the proposed construction joint with anchors exhibited excellent structural performance and composite behavior. © The Author(s) 2023 |
abstractGer |
Abstract Composite rigid-frame bridges with steel girders have excellent structural performance, but behavioral inconsistency appears at the connection between the steel girder and concrete pier. In addition, composite rigid-frame bridges are challenging to construct owing to the need to connect different materials at the pier. Therefore, this study developed and demonstrated a composite rigid-frame bridge with a construction joint and anchors. The structural performance and composite behavior of the proposed construction joint were investigated by evaluating a direct connection between the girder and concrete prior to casting (Joint A), a plain construction joint (Joint B), and a construction joint with anchors (Joint C). Joints B and C exhibited 16.5% and 46.5% higher ultimate capacities, respectively, than did Joint A. Finite element analysis of Joint C was conducted, and its results were verified against the experimental results. Further, parameter analysis was performed to determine the effects of the steel girder strength and anchor diameter. The results indicated that the proposed construction joint with anchors exhibited excellent structural performance and composite behavior. © The Author(s) 2023 |
abstract_unstemmed |
Abstract Composite rigid-frame bridges with steel girders have excellent structural performance, but behavioral inconsistency appears at the connection between the steel girder and concrete pier. In addition, composite rigid-frame bridges are challenging to construct owing to the need to connect different materials at the pier. Therefore, this study developed and demonstrated a composite rigid-frame bridge with a construction joint and anchors. The structural performance and composite behavior of the proposed construction joint were investigated by evaluating a direct connection between the girder and concrete prior to casting (Joint A), a plain construction joint (Joint B), and a construction joint with anchors (Joint C). Joints B and C exhibited 16.5% and 46.5% higher ultimate capacities, respectively, than did Joint A. Finite element analysis of Joint C was conducted, and its results were verified against the experimental results. Further, parameter analysis was performed to determine the effects of the steel girder strength and anchor diameter. The results indicated that the proposed construction joint with anchors exhibited excellent structural performance and composite behavior. © The Author(s) 2023 |
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Structural Behavior of Construction Joints in a Composite Rigid-Frame Bridge |
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|
score |
7.401 |