Structural Concrete - v. 22, n. 6 (décembre 2021)

Publié:	décembre 2021

Articles dans ce numéro

Auteur(s)	Titre	Page(s)
Li, Sheng / Zheng, Wenzhong / Zhou, Wei / Fan, Mengmei / Gai, Liqi	Analysis of actual confinement provided by high‐strength steel spirals in reactive powder concrete of anchorage zones	3526-3543
Attia, Fatma / Salem, Hamed	Applied element method‐based blast‐resistant design of façade columns with limited standoff distance	3255-3271
Yu, Ke / Zhang, Congguang / Shooshtarian, Mohammed / Zhao, Weijian / Shu, Jiangpeng	Automated finite element modeling and analysis of cracked reinforced concrete beams from three dimensional point cloud	3213-3227
Si, Jianhui / Wu, Linze / Guo, Wenjing	Axial compression of reinforced concrete columns strengthened by composite of prestressed plastic‐steel strip and angle steel: An experimental study	3620-3629
Pan, Jiaojiao / Deng, Mingke / Sun, Hongzhe	Bond behavior of plain round bar embedded in high ductile concrete under monotonic and cyclic loading	3446-3460
Ruiz, Rafael / Todisco, Leonardo / Pazos, Alfredo / Corres, Hugo	A comparative study on the differential axial shortening in high‐rise buildings	3336-3352
Zakerinejad, Mohammad / Soltani, Masoud	Compressive behavior of RC members with rectangular continuous transverse reinforcement	3396-3413
Gong, Fuyuan / Wang, Zhao / Xia, Jin / Maekawa, Koichi	Coupled thermo‐hydro‐mechanical analysis of reinforced concrete beams under the effect of frost damage and sustained load	3430-3445
Schmidt, Philipp / Kalus, Matthias / Hegger, Josef	Critical view on the level of maximum punching strength of flat slabs and column bases using database evaluations	3646-3660
Jakubovskis, Ronaldas / Kaklauskas, Gintaris	Damage of bond in reinforced concrete: A detailed finite element analysis	3228-3240
Singh, Shamsher / Sharma, Shruti / Kwatra, Naveen	Damage progression in RC beam‐column joints under cyclic loading using acoustic emission technique	3556-3573
Vestergaard, Daniel / Larsen, Kasper Paaske / Cao Hoang, Linh / Poulsen, Peter Noe / Feddersen, Bent	Design‐oriented elasto‐plastic analysis of reinforced concrete structures with in‐plane forces applying convex optimization	3272-3287
Zhou, Linyun / Wan, Shui	Development of strut‐and‐tie models using topology optimization based on modified optimal criterion	3304-3314
Derkowski, Wit / Sieńko, Rafał / Walczak, Rafał / Howiacki, Tomasz / Bednarski, Łukasz	DFOS measurements for strain analysis of anchorage zone in 57‐year‐old posttensioned precast girder using static and high‐frequency approach	3414-3429
Al‐Zu'bi, Mohammad / Fan, Mizi / Al Rjoub, Yousef / Ashteyat, Ahmed / Al‐Kheetan, Mazen J. / Anguilano, Lorna	The effect of length and inclination of carbon fiber reinforced polymer laminates on shear capacity of near‐surface mounted retrofitted reinforced concrete beams	3677-3691
Zhu, Li / Li, Tengsheng / Wang, Ying / Tang, Qingchen / Wang, Guangming / Zhang, Zhendong	Experimental and numerical study on T‐Shaped UHPFRC beams with high‐strength reinforcement	3630-3645
Fernández, Pablo G. / Mari, Antonio / Oller, Eva	Experimental investigation of the shear strength of one‐way reinforced concrete (RC) slabs subjected to concentrated loads and in‐plane transverse axial tension	3661-3676
Wahbi, Amal / Pham, Duc Toan / Hassen, Ghazi / Garnier, Denis / de Buhan, Patrick	Experimental investigation on reinforced concrete beams subjected to axial compressive and shear forces	3692-3710
Metje, Kevin / Leutbecher, Torsten	Experimental investigations on the shear bearing behavior of prestressed ultra‐high performance fiber‐reinforced concrete beams with compact cross‐section	3746-3762
Hu, Xiang / Xue, Weichen / Zhang, Li	Experimental studies on precast concrete beam‐column connections with precast irregularly shaped columns and composite beams subjected to cyclic loading	3589-3601
Jeong, Hoseong / Choi, Seung‐Ho / Han, Sun‐Jin / Kim, Jae Hyun / Lee, Sang‐Hoon / Kim, Kang Su	Explainable models to estimate the effective compressive strength of slab–column joints using genetic programming	3491-3509
Karim, Rizwan / Shafei, Behrouz	Flexural response characteristics of ultra‐high performance concrete made with steel microfibers and macrofibers	3476-3490
Du, Bin / Zhao, Lin‐Ru / Xiang, Tian‐Yu / Zhao, Fu‐Chao	Impact of aggregate content and tube thickness on semi‐lightweight aggregate concrete filled steel tube subjected to uniaxial compression	3544-3555
Amirchoupani, Pouya / Abdollahzadeh, Gholamreza / Hamidi, Hamed	Improvement of energy damage index bounds for circular reinforced concrete bridge piers under dynamic analysis	3315-3335
Song, Min / Wang, Zhiyong / Zhang, Jie / Ma, Gang / Wang, Zhihua	The influence from steel bar on concrete fracture behavior under different impact velocities	3510-3525
Li, Shengyu / Hong, Yu / Huang, Shengqian / Pu, Qianhui	Investigation of the strut‐and‐tie model of a two‐plane cable‐stayed bridge tower under vertical component of the cable force	3288-3303
Ouyang, Xiangsen / Luo, Xiaoyong / Liu, Jie / Wang, Jun / Zou, Hongbo	Laboratory tests on the fatigue behavior of damaged reinforced concrete beams under constant‐amplitude fatigue loading	3461-3475
Guillet, Thierry / Degiovanni, Pierre Jean / Bruchet, Etienne / Al‐Mansouri, Omar / Vannier, Mickael	Large‐diameter post‐installed bonded fasteners in very low compressive strength concrete	3574-3588
Stráský, Jiří / Nečas, Radim / Kolácek, Jan	Minto Island pedestrian bridge, Salem, Oregon, USA	3200-3201
Agarwal, Ankit / Foster, Stephen J. / Stewart, Mark G.	Model error and reliability of reinforced concrete beams in shear designed according to the Modified Compression Field Theory	3711-3726
Naotunna, Chavin Nilanga / Samarakoon, S. M. Samindi M. K. / Fosså, Kjell Tore	A new crack spacing model for reinforced concrete specimens with multiple bars subjected to axial tension using 3D nonlinear FEM simulations	3241-3254
Yuan, Qiang / Liang, Fayun / Fang, Yanqi	Numerical simulation and simplified analytical model for the longitudinal joint bending stiffness of a tunnel considering axial force	3368-3384
Chen, Chen / Yang, Caiqian / Pan, Yong / Zhang, Honglei / De Backer, Hans	Parameters analysis and design of transverse connection strengthening prestressed concrete T‐girder bridge	3385-3395
Li, Bin / Fang, Hongyuan / Zhang, Xijun / Yang, Kangjian / Dong, Boyuan / Pang, Gaozhao / Zhai, Kejie	Prediction model for maximum shear displacement of pipe joints with preexisting defects based on finite element–multiple nonlinear regression method	3727-3745
Awan, Abdul Basir / Shaikh, Faiz Uddin Ahmed	Structural behavior of recycled tire crumb rubber sandwich panel in flexural bending	3602-3619
Le, Dang Dung / Tran, Cao Thanh Ngoc / Nguyen, Huy Cuong / Nguyen, Xuan Huy	Torsional behavior of glass textile‐reinforced concrete beams with minimum transverse reinforcements: Experimental study	3835-3849
Ju, Hyunjin / Lee, Deuckhang / Kim, Kil‐Hee / Yerzhanov, Meirzhan / Zhang, Dichuan / Kim, Jong R.	Torsional design method used in Eurasia region: A comparative study	3798-3834
Engen, Morten / Hendriks, Max A. N. / Monti, Giorgio / Allaix, Diego L.	Treatment of modelling uncertainty of NLFEA in fib Model Code 2020	3202-3212
Facconi, Luca / Amin, Ali / Minelli, Fausto / Plizzari, Giovanni	A unified approach for determining the strength of FRC beams subjected to torsion–Part II: Analytical modeling	3780-3797
Facconi, Luca / Amin, Ali / Minelli, Fausto / Plizzari, Giovanni	A unified approach for determining the strength of Frc members subjected to torsion—Part I: Experimental investigation	3763-3779
Petraroia, Diego N. / Mark, Peter	Variable, full‐scale tester for tunnel linings	3353-3367

Informations
sur cette fiche
IssueID
60216
Publié(e) le:
18.12.2021
Modifié(e) le:
18.12.2021

Publicité

Structurae coopère avec

International Association for Bridge and Structural Engineering (IABSE)

Publicité

Structural Concrete - v. 22, n. 6 (décembre 2021)

Articles dans ce numéro

Vous avez dépassé votre limite de téléchargement mensuelle !

Les abonné·es à Structurae Plus peuvent télécharger 30 images ou ensembles de données par mois.
Les utilisateurs·rices de Structurae Pro sont limités à 50.

Données obligatoires

Structural Concrete - v. 22, n. 6 (décembre 2021)

Articles dans ce numéro

Vous avez dépassé votre limite de téléchargement mensuelle ! Les abonné·es à Structurae Plus peuvent télécharger 30 images ou ensembles de données par mois. Les utilisateurs·rices de Structurae Pro sont limités à 50.

Données obligatoires

Vous avez dépassé votre limite de téléchargement mensuelle !

Les abonné·es à Structurae Plus peuvent télécharger 30 images ou ensembles de données par mois.
Les utilisateurs·rices de Structurae Pro sont limités à 50.