Engineering Structures - février 2018

Publié:	février 2018

Auteur(s)	Titre	Page(s)
Xu, Lanlan / Yu, Yunyan / Cui, Yanliang	Active vibration control for seismic excited building structures under actuator saturation, measurement stochastic noise and quantisation	1-11
Ghazizadeh, Sina / Cruz-Noguez, Carlos A. / Talaei, Fereshte	Analytical model for hybrid FRP-steel reinforced shear walls	556-566
Prud'homme, Simon / Légeron, Frédéric / Langlois, Sébastien	Calculation of wind forces on lattice structures made of round bars by a local approach	548-555
Zampieri, Paolo / Faleschini, Flora / Zanini, Mariano Angelo / Simoncello, Nicolò	Collapse mechanisms of masonry arches with settled springing	363-374
Jiang, Liming / Usmani, Asif	Computational performance of beam-column elements in modelling structural members subjected to localised fire	490-502
Feng, Dongming / Feng, Maria Q.	Computer vision for SHM of civil infrastructure: From dynamic response measurement to damage detection – A review	105-117
Huang, Wenjin / Lai, Zhichao / Chen, Baochun / Xie, Zhitao / Varma, Amit H.	Concrete-filled steel tube (CFT) truss girders: Experimental tests, analysis, and design	118-129
Zhang, Dawei / Shi, Haifeng / Zhu, Jihua / Su, Meini / Jin, W. L.	Cover separation of CFRP strengthened beam-type cantilevers with steel bolt anchorage	224-234
Chen, Jinyong / Li, Tieying / Yang, Qingshan / Shi, Xiwang / Zhao, Yanxia	Degradation laws of hysteretic behaviour for historical timber buildings based on pseudo-static tests	480-489
Fu, Jiyang / Zheng, Qingxing / Huang, Youqin / Wu, Jiurong / Pi, Yonglin / Liu, Qiongxiang	Design optimization on high-rise buildings considering occupant comfort reliability and joint distribution of wind speed and direction	460-471
Cavaco, Eduardo / Pacheco, Ilton / Camara, José	Detailing of concrete-to-concrete interfaces for improved ductility	210-223
Do, Tin V. / Pham, Thong M. / Hao, Hong	Dynamic responses and failure modes of bridge columns under vehicle collision	243-259
Jin, Liu / Yu, Wenxuan / Su, Xiao / Zhang, Shuai / Du, Xiuli / Han, Junyan / Li, Dong	Effect of cross-section size on the flexural failure behavior of RC cantilever beams under low cyclic and monotonic lateral loadings	567-586
Megalooikonomou, K. G. / Tastani, S. P. / Pantazopoulou, S. J.	Effect of yield penetration on column plastic hinge length	161-174
Zhang, Zhongwen / Li, Bing	Effects of the shear lag on longitudinal strain and flexural stiffness of flanged RC structural walls	130-144
Dou, Chao / Jiang, Zi-qin / Pi, Yong-Lin / Gao, Wei	Elastic buckling of steel arches with discrete lateral braces	12-20
Blomfors, Mattias / Zandi, Kamyab / Lundgren, Karin / Coronelli, Dario	Engineering bond model for corroded reinforcement	394-410
Feng, Ran / Chen, Yu / Wei, Jiangang / Huang, Jinyan / Huang, Junfei / He, Kang	Experimental and numerical investigations on flexural behaviour of CFRP reinforced concrete-filled stainless steel CHS tubes	305-321
Wang, Haishen / Marino, Edoardo M. / Pan, Peng / Liu, Hang / Nie, Xin	Experimental study of a novel precast prestressed reinforced concrete beam-to-column joint	68-81
Ouyang, Y. / Kwan, A. K. H.	Finite element analysis of square concrete-filled steel tube (CFST) columns under axial compressive load	443-459
Seara-Paz, Sindy / González-Fonteboa, Belén / Martínez-Abella, Fernando / Eiras-López, Javier	Flexural performance of reinforced concrete beams made with recycled concrete coarse aggregate	32-45
Andersen, Michael Styrk / Øiseth, Ole / Johansson, Jens / Brandt, Anders	Flutter derivatives from free decay tests of a rectangular B/D = 10 section estimated by optimized system identification methods	284-293
Zhao, Jun / Cai, Gaochuang / Si Larbi, Amir / Zhang, Yang / Dun, Huahua / Degée, Hervé / Vandoren, Bram	Hysteretic behaviour of steel fibre RC coupled shear walls under cyclic loads: Experimental study and modelling	92-104
Akhoundi, Farhad / Vasconcelos, Graça / Lourenço, Paulo / Silva, Luis M. / Cunha, Fernando / Fangueiro, Raúl	In-plane behavior of cavity masonry infills and strengthening with textile reinforced mortar	145-160
Tian, Li / Ma, Ruisheng / Qu, Bing	Influence of different criteria for selecting ground motions compatible with IEEE 693 required response spectrum on seismic performance assessment of electricity transmission towers	337-350
Mario Azzara, Riccardo / De Roeck, Guido / Girardi, Maria / Padovani, Cristina / Pellegrini, Daniele / Reynders, Edwin	The influence of environmental parameters on the dynamic behaviour of the San Frediano bell tower in Lucca	175-187
Zhao, Yan-Gang / Lin, Siqi / Lu, Zhao-Hui / Saito, Takasuke / He, Liusheng	Loading paths of confined concrete in circular concrete loaded CFT stub columns subjected to axial compression	21-31
Bai, Yanbin / Niedzwecki, John M.	Meshfree analysis of structures modeled as extensible slender rods	82-91
Kermani, Alireza / Ashrafi, Ali / Louhghalam, Arghavan	A modal approach to determine direct shear of beams subjected to impulse	46-52
Ng, Ching-Tai / Au, Siu-Kui	Mode shape scaling and implications in modal identification with known input	411-416
Hui, Yi / Kang, Hou Jun / Law, Siu Seong / Chen, Zheng Qing	Modeling and nonlinear dynamic analysis of cable-supported bridge with inclined main cables	351-362
Wang, Haoyu / Markine, Valéri	Modelling of the long-term behaviour of transition zones: Prediction of track settlement	294-304
Xu, You-Lin / Zhang, Chao-Dong / Zhan, Sheng / Spencer, Billie F.	Multi-level damage identification of a bridge structure: a combined numerical and experimental investigation	53-67
Gong, Fuyuan / Maekawa, Koichi	Multi-scale simulation of freeze-thaw damage to RC column and its restoring force characteristics	522-536
Gholami, Raheb / Ansari, Reza	Nonlinear harmonically excited vibration of third-order shear deformable functionally graded graphene platelet-reinforced composite rectangular plates	197-209
Hwang, Seong-Hoon / Lignos, Dimitrios G.	Nonmodel-based framework for rapid seismic risk and loss assessment of instrumented steel buildings	417-432
Rafiei, Mohammad Hossein / Adeli, Hojjat	A novel unsupervised deep learning model for global and local health condition assessment of structures	598-607
Do, Tin V. / Pham, Thong M. / Hao, Hong	Numerical investigation of the behavior of precast concrete segmental columns subjected to vehicle collision	375-393
Morandi, Paolo / Hak, Sanja / Magenes, Guido	Performance-based interpretation of in-plane cyclic tests on RC frames with strong masonry infills	503-521
Diaferio, Mariella / Foti, Dora / Potenza, Francesco	Prediction of the fundamental frequencies and modal shapes of historic masonry towers by empirical equations based on experimental data	433-442
Grande, Ernesto / Imbimbo, Maura / Tomei, Valentina	Role of global buckling in the optimization process of grid shells: Design strategies	260-270
Wilding, Bastian Valentin / Dolatshahi, Kiarash M. / Beyer, Katrin	Shear-compression tests of URM walls: Various setups and their influence on experimental results	472-479
Bassoli, Elisa / Van Nimmen, Katrien / Vincenzi, Loris / van den Broeck, Peter	A spectral load model for pedestrian excitation including vertical human-structure interaction	537-547
Lee, Jin-Young / Shin, Hyun-Oh / Yoo, Doo-Yeol / Yoon, Young-Soo	Structural response of steel-fiber-reinforced concrete beams under various loading rates	271-283
Gutierrez Soto, Mariantonieta / Adeli, Hojjat	Vibration control of smart base-isolated irregular buildings using neural dynamic optimization model and replicator dynamics	322-336
Ebadi, Mohammad Mehdi / Doudak, Ghasan / Smith, Ian	Vibration responses of glulam beam-and-deck floors	235-242
Ji, Xiaowen / Huang, Guoqing / Zhang, Xinxin / Kopp, Gregory A.	Vulnerability analysis of steel roofing cladding: Influence of wind directionality	587-597
Xiang, Huoyue / Li, Yongle / Chen, Suren / Hou, Guangyang	Wind loads of moving vehicle on bridge with solid wind barrier	188-196

Auteur(s)

Titre

Page(s)

Xu, Lanlan / Yu, Yunyan / Cui, Yanliang

Active vibration control for seismic excited building structures under actuator saturation, measurement stochastic noise and quantisation

1-11

Ghazizadeh, Sina / Cruz-Noguez, Carlos A. / Talaei, Fereshte

Analytical model for hybrid FRP-steel reinforced shear walls

556-566

Prud'homme, Simon / Légeron, Frédéric / Langlois, Sébastien

Calculation of wind forces on lattice structures made of round bars by a local approach

548-555

Zampieri, Paolo / Faleschini, Flora / Zanini, Mariano Angelo / Simoncello, Nicolò

Collapse mechanisms of masonry arches with settled springing

363-374

Jiang, Liming / Usmani, Asif

Computational performance of beam-column elements in modelling structural members subjected to localised fire

490-502

Feng, Dongming / Feng, Maria Q.

Computer vision for SHM of civil infrastructure: From dynamic response measurement to damage detection – A review

105-117

Huang, Wenjin / Lai, Zhichao / Chen, Baochun / Xie, Zhitao / Varma, Amit H.

Concrete-filled steel tube (CFT) truss girders: Experimental tests, analysis, and design

118-129

Zhang, Dawei / Shi, Haifeng / Zhu, Jihua / Su, Meini / Jin, W. L.

Cover separation of CFRP strengthened beam-type cantilevers with steel bolt anchorage

224-234

Chen, Jinyong / Li, Tieying / Yang, Qingshan / Shi, Xiwang / Zhao, Yanxia

Degradation laws of hysteretic behaviour for historical timber buildings based on pseudo-static tests

480-489

Fu, Jiyang / Zheng, Qingxing / Huang, Youqin / Wu, Jiurong / Pi, Yonglin / Liu, Qiongxiang

Design optimization on high-rise buildings considering occupant comfort reliability and joint distribution of wind speed and direction

460-471

Cavaco, Eduardo / Pacheco, Ilton / Camara, José

Detailing of concrete-to-concrete interfaces for improved ductility

210-223

Do, Tin V. / Pham, Thong M. / Hao, Hong

Dynamic responses and failure modes of bridge columns under vehicle collision

243-259

Jin, Liu / Yu, Wenxuan / Su, Xiao / Zhang, Shuai / Du, Xiuli / Han, Junyan / Li, Dong

Effect of cross-section size on the flexural failure behavior of RC cantilever beams under low cyclic and monotonic lateral loadings

567-586

Megalooikonomou, K. G. / Tastani, S. P. / Pantazopoulou, S. J.

Effect of yield penetration on column plastic hinge length

161-174

Zhang, Zhongwen / Li, Bing

Effects of the shear lag on longitudinal strain and flexural stiffness of flanged RC structural walls

130-144

Dou, Chao / Jiang, Zi-qin / Pi, Yong-Lin / Gao, Wei

Elastic buckling of steel arches with discrete lateral braces

12-20

Blomfors, Mattias / Zandi, Kamyab / Lundgren, Karin / Coronelli, Dario

Engineering bond model for corroded reinforcement

394-410

Feng, Ran / Chen, Yu / Wei, Jiangang / Huang, Jinyan / Huang, Junfei / He, Kang

Experimental and numerical investigations on flexural behaviour of CFRP reinforced concrete-filled stainless steel CHS tubes

305-321

Wang, Haishen / Marino, Edoardo M. / Pan, Peng / Liu, Hang / Nie, Xin

Experimental study of a novel precast prestressed reinforced concrete beam-to-column joint

68-81

Ouyang, Y. / Kwan, A. K. H.

Finite element analysis of square concrete-filled steel tube (CFST) columns under axial compressive load

443-459

Seara-Paz, Sindy / González-Fonteboa, Belén / Martínez-Abella, Fernando / Eiras-López, Javier

Flexural performance of reinforced concrete beams made with recycled concrete coarse aggregate

32-45

Andersen, Michael Styrk / Øiseth, Ole / Johansson, Jens / Brandt, Anders

Flutter derivatives from free decay tests of a rectangular B/D = 10 section estimated by optimized system identification methods

284-293

Zhao, Jun / Cai, Gaochuang / Si Larbi, Amir / Zhang, Yang / Dun, Huahua / Degée, Hervé / Vandoren, Bram

Hysteretic behaviour of steel fibre RC coupled shear walls under cyclic loads: Experimental study and modelling

92-104

Akhoundi, Farhad / Vasconcelos, Graça / Lourenço, Paulo / Silva, Luis M. / Cunha, Fernando / Fangueiro, Raúl

In-plane behavior of cavity masonry infills and strengthening with textile reinforced mortar

145-160

Tian, Li / Ma, Ruisheng / Qu, Bing

Influence of different criteria for selecting ground motions compatible with IEEE 693 required response spectrum on seismic performance assessment of electricity transmission towers

337-350

Mario Azzara, Riccardo / De Roeck, Guido / Girardi, Maria / Padovani, Cristina / Pellegrini, Daniele / Reynders, Edwin

The influence of environmental parameters on the dynamic behaviour of the San Frediano bell tower in Lucca

175-187

Zhao, Yan-Gang / Lin, Siqi / Lu, Zhao-Hui / Saito, Takasuke / He, Liusheng

Loading paths of confined concrete in circular concrete loaded CFT stub columns subjected to axial compression

21-31

Bai, Yanbin / Niedzwecki, John M.

Meshfree analysis of structures modeled as extensible slender rods

82-91

Kermani, Alireza / Ashrafi, Ali / Louhghalam, Arghavan

A modal approach to determine direct shear of beams subjected to impulse

46-52

Ng, Ching-Tai / Au, Siu-Kui

Mode shape scaling and implications in modal identification with known input

411-416

Hui, Yi / Kang, Hou Jun / Law, Siu Seong / Chen, Zheng Qing

Modeling and nonlinear dynamic analysis of cable-supported bridge with inclined main cables

351-362

Wang, Haoyu / Markine, Valéri

Modelling of the long-term behaviour of transition zones: Prediction of track settlement

294-304

Xu, You-Lin / Zhang, Chao-Dong / Zhan, Sheng / Spencer, Billie F.

Multi-level damage identification of a bridge structure: a combined numerical and experimental investigation

53-67

Gong, Fuyuan / Maekawa, Koichi

Multi-scale simulation of freeze-thaw damage to RC column and its restoring force characteristics

522-536

Gholami, Raheb / Ansari, Reza

Nonlinear harmonically excited vibration of third-order shear deformable functionally graded graphene platelet-reinforced composite rectangular plates

197-209

Hwang, Seong-Hoon / Lignos, Dimitrios G.

Nonmodel-based framework for rapid seismic risk and loss assessment of instrumented steel buildings

417-432

Rafiei, Mohammad Hossein / Adeli, Hojjat

A novel unsupervised deep learning model for global and local health condition assessment of structures

598-607

Do, Tin V. / Pham, Thong M. / Hao, Hong

Numerical investigation of the behavior of precast concrete segmental columns subjected to vehicle collision

375-393

Morandi, Paolo / Hak, Sanja / Magenes, Guido

Performance-based interpretation of in-plane cyclic tests on RC frames with strong masonry infills

503-521

Diaferio, Mariella / Foti, Dora / Potenza, Francesco

Prediction of the fundamental frequencies and modal shapes of historic masonry towers by empirical equations based on experimental data

433-442

Grande, Ernesto / Imbimbo, Maura / Tomei, Valentina

Role of global buckling in the optimization process of grid shells: Design strategies

260-270

Wilding, Bastian Valentin / Dolatshahi, Kiarash M. / Beyer, Katrin

Shear-compression tests of URM walls: Various setups and their influence on experimental results

472-479

Bassoli, Elisa / Van Nimmen, Katrien / Vincenzi, Loris / van den Broeck, Peter

A spectral load model for pedestrian excitation including vertical human-structure interaction

537-547

Lee, Jin-Young / Shin, Hyun-Oh / Yoo, Doo-Yeol / Yoon, Young-Soo

Structural response of steel-fiber-reinforced concrete beams under various loading rates

271-283

Gutierrez Soto, Mariantonieta / Adeli, Hojjat

Vibration control of smart base-isolated irregular buildings using neural dynamic optimization model and replicator dynamics

322-336

Ebadi, Mohammad Mehdi / Doudak, Ghasan / Smith, Ian

Vibration responses of glulam beam-and-deck floors

235-242

Ji, Xiaowen / Huang, Guoqing / Zhang, Xinxin / Kopp, Gregory A.

Vulnerability analysis of steel roofing cladding: Influence of wind directionality

587-597

Xiang, Huoyue / Li, Yongle / Chen, Suren / Hou, Guangyang

Wind loads of moving vehicle on bridge with solid wind barrier

188-196

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Engineering Structures - février 2018

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Engineering Structures - février 2018

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.