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

Published:	December 2021

Author(s)	Title	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

Author(s)

Title

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

Advertisement

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

Articles in this Issue

You have exceeded your monthly download limit!

Structurae Plus subscribers can download 30 media files or data sets per month.
Structurae Pro users are limited to 50.

Required Data

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

Articles in this Issue

You have exceeded your monthly download limit! Structurae Plus subscribers can download 30 media files or data sets per month. Structurae Pro users are limited to 50.

Required Data

You have exceeded your monthly download limit!

Structurae Plus subscribers can download 30 media files or data sets per month.
Structurae Pro users are limited to 50.