Structural Concrete - v. 25, n. 3 (Mai 2024)

Erschienen:	Mai 2024

Artikel in dieser Ausgabe

Autor(en)	Titel	Seite(n)
Deng, Y. J. / Li, L. / Lv, T. H. / Chen, X. W. / Ye, Z. J.	3D meso‐scale numerical model and dynamic mechanical behavior of reinforced concrete	1819-1839
Yuan, Yong / Jin, Ding‐Li / Taerwe, Luc / Zhao, Guo‐Qiang / Zhang, Da‐Shi / Zhang, Jiao‐Long	Application of prefabrication construction method to the Asia's largest plant for sewage treatment	1502-1507
Becerra‐Mosquera, José Antonio / Carro‐López, Diego / Herrador, Manuel F.	The Arousa Island bridge. Complete refurbishment and 10 years analysis description	1554-1570
Koris, Kálmán / Bódi, István	Assessment and strengthening of grandstand of horse racecourse in Budapest—A national monument	1546-1553
Al‐Thairy, Haitham	Behavior and design of eccentrically compressed hybrid steel and GFRP reinforced concrete columns at elevated temperature	2222-2241
Kolapkar, Bhargav Narendra / Balakrishnan, Bijily / Menon, Devdas	Biaxial bending of RC rectangular column sections: Improved ‘load contour’ formulation	1782-1800
Zhang, Haixia / Sun, Xingwu / Wang, Ya	Bond performance of NSM FRP–concrete interfaces with epoxy under chloride‐salt conditioned environments	2269-2288
Croppi, José I. / Ahrens, Mark Alexander / Genesio, Giovacchino / Piccinin, Roberto / Casucci, Daniele / Mark, Peter	Bond stresses in post‐installed reinforcing bars derived via fiber optic sensors	1884-1899
Bechmann, Roland / Schmid, Angelika	Challenges in structural design and execution: Stuttgart's new central station	1508-1527
Balla, Taraka M. R. / Prakash, S. Suriya	Cracking and failure mode behavior of hybrid FRP strengthened RC column members under flexural loading	2164-2182
Vafaei, Ali / Davoudi‐Kia, Abdullah / Kutanaei, Saman Soleimani / Taslimi, Mobina	Data‐driven investigation of compressive strength of FRP‐confined concrete columns using a unified model based on RSM considering interactions between parameters	2183-2205
Aili, Abudushalamu / Torrenti, Jean‐Michel / Barre, Francis / Caba, Ludovic	Delayed deformation of confinement buildings: 30‐Year in situ measured data and prediction with the next‐generation Eurocode‐2	1702-1712
Marienkov, Mykola / Kaliukh, Iurii / Trofymchuk, Olexandr	The digital twin use for modeling the multi‐storey building response to seismic impacts	2079-2096
de Lima, Gabriel Henrique Arruda Tavares / Krahl, Pablo Augusto / Siqueira, Tiago Morkis / de Lima, Maria Cristina Vidigal	Dynamical analysis of a 40 m span precast posttensioned concrete girder during lifting operations	1658-1675
Tolentino, Lucas Dezotti / Santos, Vinicius Brother dos / Poncetti, Bernardo Lopes / Enami, Rodrigo Mazia / Krahl, Pablo Augusto / Vanderlei, Romel Dias	Effect of ultra‐high performance concrete repair layer thickness on the behavior of concrete columns	1801-1818
Guerrieri, Maurice / Lee, Duffy / Lee, Vern / Haines, Luke	Effect of uniaxial loading on the spalling of concrete panels for Melbourne's Metro Tunnel Project	1676-1701
Bakr, Mohd Abu / Hussain, Ahmed / Singh, Paritosh Kumar / Singh, Birendra Kumar	Effects of bacterial consortium enhanced recycled coarse aggregates on self‐healing concrete immobilized with Bacillus megaterium MTCC 1684 and Bacillus subtilis NCIM 2193	1840-1864
Wang, En / Lyu, Fei / Ding, Faxing / Chen, Jun / Liu, Xuemei	Experimental and numerical study of stirrup‐confined concrete‐filled L‐shaped steel tube stub column under axial compression	1865-1883
Li, Wei / Chen, Feng / Cen, Kaiwen / Wang, Zhexiong / Li, Linfeng / Sun, Linzhu	Experimental and simulation study on seismic performance of steel‐PVA hybrid fiber cementitious composites‐encased CFST	2141-2163
Yang, Jun / Guo, Tong / Zeng, Cihang / Shi, Huiduo / Fu, Chenxi	Experimental investigation of seismic behavior of precast pier‐footing socket connection with different design parameters	1938-1952
Chen, Ruoyu / Duan, Yajing / Yang, Mingjing / Sun, Jianheng	Experimental investigations of the bond strength between iron tailing concrete and steel bars	1753-1764
Sun, Qixin / Liu, Chao	Experimental study on protection of prestressed concrete box girder under vehicle explosion of bridge deck	1590-1619
Xie, Zhi‐Yu / Zhang, Da‐Wei / Wu, Xi / Dai, Jian‐Guo / Ueda, Tamon	Fatigue performance of prefabricated composite T‐beams under cyclic overloading: An experimental study	1900-1918
Zaki, Mohammed A. / Rasheed, Hayder A. / Mitsios, Konstantinos	Improvements in lightweight concrete T beams CFRP strengthened and anchored with U‐wraps	2206-2221
Vereecken, Eline / Botte, Wouter / Lombaert, Geert / Caspeele, Robby	Influence of modeling choices and prior information on the Bayesian assessment of a reinforced concrete bridge	1713-1734
Hou, Peng / Yang, Caiqian / Yang, Jing / Pan, Yong	Investigation on mechanical performance of prestressed concrete box‐girder bridge strengthened using composite trusses with different shapes	1620-1636
Fernandes, Paulo / Cavaco, Eduardo / do Carmo, Ricardo / Maranha, Paulo / Júlio, Eduardo	Long‐term behavior of slender long‐span precast prestressed high‐strength concrete girders	1571-1589
Al‐Thairy, Haitham / Al‐Naqeeb, Faaiza	Numerical investigation on the behavior of eccentrically loaded lightweight reinforced concrete columns at elevated temperature	1735-1752
Junior, Orivaldo de Azevedo Souza / Carvalho de Oliveira, Dênio Ramam	Numerical simulation and experimental analysis of plastic hinge length of reinforced concrete columns under monotonic flexure and constant axial load	1919-1937
Li, Hao / Zhou, Wei	Predicting capacity models and seismic fragility estimation for precast parking structures based on machine learning techniques	2097-2121
Zhang, Daying / Yang, Qinghe / Wang, Shuming	Research on seismic response and dynamic lateral pressure of the silo model under dynamic interaction between granular materials and the silo wall	1988-1998
Al‐Zu'bi, Mohammad / Fan, Mizi / Bertolesi, Elisa / Anguilano, Lorna	A review on retrofitting concrete members with near‐surface mounted‐fiber reinforced polymer composites	2242-2268
Ferrara, Mario / Gino, Diego / Miceli, Elena / Giordano, Luca / Malavisi, Marzia / Bertagnoli, Gabriele	Safety assessment of existing prestressed reinforced concrete bridge decks through different approaches	1637-1657
Zheng, Hong / Mi, Yuxi / Cai, Lele / Wang, Guang / Jiang, Liqiang / Ma, Xiaoming / Lu, Guiqiang / Chen, Yuanjun	Seismic behavior and shear capacity prediction of coupled concrete‐filled multicellular steel tube composite shear walls	1999-2019
Zhang, Yujie / Wang, Lai / Dong, Xitong / Xu, Zhifeng / Guan, Shangshang / Liu, Liyuan / Chen, Haitao	Seismic behavior of prefabricated frame with special‐shaped concrete‐filled steel tubular columns and H‐shaped steel beams	1968-1987
Hou, Shuangjun / Chen, Yujie / Wu, Hao / Wang, Zhen	Seismic isolation design and analysis of a complex medical building	1495-1498
Wang, Qingmin / Zhao, Weijian / Li, Yongquan / Yang, Yuanzhang	Seismic performance and parametric study of precast reinforced concrete Shear Wall structure with indirect‐lapping joints	2053-2078
Baktheer, Abedulgader / Goralski, Claus / Hegger, Josef / Chudoba, Rostislav	Stress configuration‐based classification of current research on fatigue of reinforced and prestressed concrete	1765-1781
Corral, María del Mar / Todisco, Leonardo	Structural design of a smart under‐deck cable‐stayed prestressed concrete viaduct: Theoretical basis and application to the Osormort viaduct	1528-1545
Jena, Biswajit / Zade, Nikhil P. / Sarkar, Pradip	Variability of coal mine overburden incorporated concrete and its effect on the seismic safety of reinforced concrete building	2122-2140
Azhari, Samira / Hamidia, Mohammadjavad / Rouhani, Fatemeh	Vision‐based probabilistic post‐earthquake loss estimation for reinforced concrete shear walls	2020-2052

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IssueID
74132
Veröffentlicht am:
20.06.2024
Geändert am:
20.06.2024

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Structural Concrete - v. 25, n. 3 (Mai 2024)

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Structural Concrete - v. 25, n. 3 (Mai 2024)

Artikel in dieser Ausgabe

Sie haben Ihr monatliches Download-Limit überschritten! Structurae Plus-Abonnent·innen können 30 Medien bzw. Datensätze pro Monat herunterladen. Structurae Pro-Nutzer·innen sind auf 50 beschränkt.

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