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The Structural Design of Tall and Special Buildings - v. 29, n. 1 (janvier 2020)

Publié:	janvier 2020

Articles dans ce numéro

Auteur(s)	Titre	Page(s)
Huergo, Iván F. / Hernández, Hugo	Coupled‐two‐beam discrete model for dynamic analysis of tall buildings with tuned mass dampers including soil–structure interaction
Thai, Duc‐Kien / Pham, Thai‐Hoan / Nguyen, Duy‐Liem	Damage assessment of reinforced concrete columns retrofitted by steel jacket under blast loading
Joo, Hyo‐Eun / Han, Sun‐Jin / Lee, Deuckhang / Ju, Hyunjin / Seo, Soo‐Yeon / Kim, Kang Su	Design method for checking tensile stresses under service loads in cracked prestressed concrete members with 2,400‐MPa strands
Wu, Zhanjing / Xue, Jianyang / Ke, Xiaojun / Sui, Yan / Dong, Jinshuang	Dynamic experimental and numerical study of double beam–column joints in modern traditional‐style steel buildings with viscous damper
Behera, Siddharth / Ghosh, Debdutta / Mittal, Achal K. / Tamura, Yukio / Kim, Wonsul	The effect of plan ratios on wind interference of two tall buildings
Ge, Qi / Xiong, Feng / Chen, Jiang / Yao, Ziyu	Effects of soil–structure cluster interactions on ground motions
Zhang, Guowei / Sun, Zuoshuai / Ding, Mengting / Zhao, Ziwei / Gao, Yuchun	Field test and emergency reinforcement evaluation for an ancient wood pagoda
Xue, Jianyang / Zhao, Xiangbi / Zhang, Fengliang / Ke, Xiaojun / Ma, Linlin / Xu, Dan	Investigation on seismic performance and shear strength of high‐strength concrete‐filled polyvinyl chloride tube short columns	e1674
Sarcheshmehpour, Mohammad / Estekanchi, Homayoon E. / Ghannad, Mohammad Ali	Optimum placement of supplementary viscous dampers for seismic rehabilitation of steel frames considering soil–structure interaction
Lu, Xiao / Lv, Zekai / Lv, Quanlin	Self‐centering viscoelastic diagonal brace for the outrigger of supertall buildings: Development and experiment investigation

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IssueID
35524
Publié(e) le:
28.12.2019
Modifié(e) le:
28.12.2019

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