The Structural Design of Tall and Special Buildings - v. 28, n. 13 (septembre 2019)

Publié:	septembre 2019

Auteur(s)	Titre	Page(s)
Wang, Bin / Shi, Qing‐Xuan / Cai, Wen‐Zhe	Decoupling and analysis of the deformation of flanged reinforced concrete shear walls
Han, Xiaolei / Chen, Binbin / Ji, Jing / Xie, Shunguang / Lu, Huaikun	Deformation limits of L‐shaped reinforced concrete shear walls: Experiment and evaluation
Nikose, T. J. / Sonparote, R. S.	Dynamic wind response of tall buildings using artificial neural network
Li, Jianbao / Fan, Qiaoqiao / Lu, Zheng / Wang, Yan	Experimental study on seismic performance of T-shaped partly precast reinforced concrete shear wall with grouting sleeves	e1632
Li, Zuo‐Hua / Chen, Chao‐Jun / Teng, Jun	A multi‐time‐delay compensation controller using a Takagi–Sugeno fuzzy neural network method for high‐rise buildings with an active mass damper/driver system	e1631
Azizi, Mahdi / Mousavi Ghasemi, Seyyed Arash / Ejlali, Reza Goli / Talatahari, Siamak	Optimal tuning of fuzzy parameters for structural motion control using multiverse optimizer	e1652
Pozos‐Estrada, Adrián / Gomez, Roberto	Parametric study of the use and optimization of tuned mass dampers to control the wind‐ and seismic‐induced responses of a slender monument	e1633
Guo, Wei / Zhai, Zhipeng / Wang, Hanfeng / Liu, Qiongxiang / Xu, Kai / Yu, Zhiwu	Shaking table test and numerical analysis of an asymmetrical twin‐tower super high‐rise building connected with long‐span steel truss	e1630
Günaydın, Ayten / Aydin, Ruhi	A simplified method for instability and second‐order load effects of framed structures: Story‐based approach
Safaei, Shayan / Taslimi, Arsam / Tehrani, Payam	A study on the accuracy of force analogy method in nonlinear static analysis

Auteur(s)

Titre

Page(s)

Wang, Bin / Shi, Qing‐Xuan / Cai, Wen‐Zhe

Decoupling and analysis of the deformation of flanged reinforced concrete shear walls

Han, Xiaolei / Chen, Binbin / Ji, Jing / Xie, Shunguang / Lu, Huaikun

Deformation limits of L‐shaped reinforced concrete shear walls: Experiment and evaluation

Nikose, T. J. / Sonparote, R. S.

Dynamic wind response of tall buildings using artificial neural network

Li, Jianbao / Fan, Qiaoqiao / Lu, Zheng / Wang, Yan

Experimental study on seismic performance of T-shaped partly precast reinforced concrete shear wall with grouting sleeves

e1632

Li, Zuo‐Hua / Chen, Chao‐Jun / Teng, Jun

A multi‐time‐delay compensation controller using a Takagi–Sugeno fuzzy neural network method for high‐rise buildings with an active mass damper/driver system

e1631

Azizi, Mahdi / Mousavi Ghasemi, Seyyed Arash / Ejlali, Reza Goli / Talatahari, Siamak

Optimal tuning of fuzzy parameters for structural motion control using multiverse optimizer

e1652

Pozos‐Estrada, Adrián / Gomez, Roberto

Parametric study of the use and optimization of tuned mass dampers to control the wind‐ and seismic‐induced responses of a slender monument

e1633

Guo, Wei / Zhai, Zhipeng / Wang, Hanfeng / Liu, Qiongxiang / Xu, Kai / Yu, Zhiwu

Shaking table test and numerical analysis of an asymmetrical twin‐tower super high‐rise building connected with long‐span steel truss

e1630

Günaydın, Ayten / Aydin, Ruhi

A simplified method for instability and second‐order load effects of framed structures: Story‐based approach

Safaei, Shayan / Taslimi, Arsam / Tehrani, Payam

A study on the accuracy of force analogy method in nonlinear static analysis

Publicité

The Structural Design of Tall and Special Buildings - v. 28, n. 13 (septembre 2019)

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The Structural Design of Tall and Special Buildings - v. 28, n. 13 (septembre 2019)

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.