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NARA Subscribed7,556
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Elsevier7,556
Journal
✓Engineering Structures7,556
Publication Year
20261,828
20252,261
20241,769
20231,698
Engineering Structures results 7,556 · Newest (Page 130/303, per page 25)
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Crushing behavior of multilayer lattice-web reinforced ceramsite-filled composite cylinders under impact loadingNARA Subscribed
Engineering Structures · 2025 · Vol. 331 · Elsevier
Jiye Chen; Zhixiong Zhang; Hai Fang; Yong Zhuang; Wangwang He; Yufeng Zhao
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Experimental and numerical research on overall stability of stainless steel-timber composite beamsNARA Subscribed
Engineering Structures · 2025 · Vol. 331 · Elsevier
Lin Chen; Lu Yang; Kelong Xu
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Elastic lateral torsional buckling of two-ply built-up wooden beams connected with discrete fastenersNARA Subscribed
Engineering Structures · 2025 · Vol. 331 · Elsevier
Mohamed Mansor; Magdi Mohareb; Ghasan Doudak
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Influence of sand cushion on rockfall-impact resistance of RC shedsNARA Subscribed
Engineering Structures · 2025 · Vol. 331 · Elsevier
R.W. Li; S.B. Meng; Y. Chen; H. Wu; Y.D. Zhou
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Experimental and theoretical study of thin-covered composite dowels considering multiple load conditionsNARA Subscribed
Engineering Structures · 2025 · Vol. 331 · Elsevier
Zhihua Xiong; Jiaqi Li; Xulin Mou; Tiankuo Wang; Abedulgader Baktheer; Markus Feldmann
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Performance evaluation of a lever-assisted optimized tuned mass damper inerter in mitigating edgewise vibration of wind turbine bladeNARA Subscribed
Engineering Structures · 2025 · Vol. 331 · Elsevier
Vishal D. Sonkusare; Kamal Krishna Bera
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Crushing behavior of biomimetic hierarchical multi-cell thin-walled tubes under multi-angle loadingNARA Subscribed
Engineering Structures · 2025 · Vol. 331 · Elsevier
Chao Gong; Chenxi Meng; Qi Chong; Lei Chen; Yage Guo
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Hysteretic behavior of resilient hinged wall enhanced with FRP barsNARA Subscribed
Engineering Structures · 2025 · Vol. 331 · Elsevier
Yan Zhang; Longhe Xu; Xingsi Xie; Ge Zhang
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Experimental and numerical study of a novel low-frequency tuned mass damper-inerterNARA Subscribed
Engineering Structures · 2025 · Vol. 331 · Elsevier
Bo Wang; Fuyou Xu; Mingjie Zhang
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Buckling behavior of built-up thin-walled I-beams with trapezoidal flanged coresNARA Subscribed
Engineering Structures · 2025 · Vol. 331 · Elsevier
Michał Plust; Piotr Paczos; Piotr Kędzia
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Long-term behavior of reduced length FRP tendons in post-tensioned steel beam-column connectionsNARA Subscribed
Engineering Structures · 2025 · Vol. 331 · Elsevier
Mohamed F.M. Fahmy; Ahmed Samy B.Z. Hassan; Shehata E. Abdel Raheem; Mohamed Abdel-Basset Abdo; Redhwan M. Algobahi
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Experimental study on cruciform welded connections with thick steel plates in moment-resisting beam-to-column jointsNARA Subscribed
Engineering Structures · 2025 · Vol. 331 · Elsevier
Gang Shi; Naizhou Zhang; Lianjin Bao; Xiaoming Chen; Feng Zhou; Sheng Jiang; Huatian Zhao
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Dynamic behavior of double-column FRP-concrete-steel tubular bridge piers subjected to vehicular impact: Experimental study and numerical analysisNARA Subscribed
Engineering Structures · 2025 · Vol. 331 · Elsevier
Shuhong Lin; Bing Zhang; Sumei Zhang
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Negative stiffness enhanced TMD for seismic response mitigation of bridges isolated with friction pendulum system (FPS)NARA Subscribed
Engineering Structures · 2025 · Vol. 331 · Elsevier
Shaodong Jiang; Ruisheng Ma; Kaiming Bi; Huan Li; Xiuli Du
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Experimental comparative study on novel flexural strengthening systems for seismically deficient RC piers: Prestressed Fe-SMA plates vs. externally bonded CFRP sheetsNARA Subscribed
Engineering Structures · 2025 · Vol. 331 · Elsevier
Adel Al Ekkawi; Raafat El-Hacha
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Steel-UHPC composite castellated beams under hogging bending: Experimental and numerical investigationNARA Subscribed
Engineering Structures · 2025 · Vol. 331 · Elsevier
Vinicius Moura de Oliveira; Vinicius Brother dos Santos; Alexandre Rossi; André Vitor Benedito; Pablo Augusto Krahl; Carlos Humberto Martins; Flávio de Andrade Silva; Daniel Carlos Taissum Cardoso
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In-plane shear behaviour by diagonal-compression testing of damaged masonry walls strengthened with carbon-glass hybrid textile reinforced concreteNARA Subscribed
Engineering Structures · 2025 · Vol. 331 · Elsevier
Fenghao Qu; Shiping Yin; Huarui Liu
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Assessing seismic vulnerability of modular buildings under earthquake ground motionsNARA Subscribed
Engineering Structures · 2025 · Vol. 331 · Elsevier
S. Elias; M. Beer; J. Chen
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Risk assessment for wind farms using scenario-based ground motion simulationsNARA Subscribed
Engineering Structures · 2025 · Vol. 331 · Elsevier
Wenze Wang; Jianze Wang; Mengtao Wu; Kaoshan Dai; Chao Liang; Zhenning Ba; Ashraf El Damatty
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Precast concrete connections for alleviating reinforcement congestion: A state-of-the-art reviewNARA Subscribed
Engineering Structures · 2025 · Vol. 331 · Elsevier
Xin Nie; Da Huang; Liangdong Zhuang; Jiansheng Fan; Niankai Deng
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Probabilistic multi-hazard risk assessment of high-rise buildings subjected to concurrent earthquakes and strong windsNARA Subscribed
Engineering Structures · 2025 · Vol. 331 · Elsevier
Qian-Qian Yu; Ling-Han Liu; Xiang-Lin Gu; Yao-Yao Zhang
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Seismic performance of CLT shear walls anchored with energy-dissipation connections: Experimental investigation and parametric analysisNARA Subscribed
Engineering Structures · 2025 · Vol. 331 · Elsevier
Jiawei Chen; Zhen He; Yang Wei; Ruiming Wang; Tomoki Furuta; Haibei Xiong
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Seismic performance of grouted CFDST column base: Investigation and design methodNARA Subscribed
Engineering Structures · 2025 · Vol. 331 · Elsevier
Zhi-Cheng Yang; Wei Li; Yu-Feng Cheng; Lin-Hai Han
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Shear performance of H-shaped steel to novel inorganic-bonded bamboo composite connections: Experimental tests and prediction modelsNARA Subscribed
Engineering Structures · 2025 · Vol. 331 · Elsevier
Ernian Zhao; Qi Song; Xin Zhang; Shuming Li
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Simplified equivalent design for novel hybrid steel-FRP composite bars and closed-type FRP stirrups reinforced seawater sea-sand concrete columnsNARA Subscribed
Engineering Structures · 2025 · Vol. 331 · Elsevier
Shiwen Han; Gang Xiao; Wei Tan; Peirong Mai; Ao Zhou; Jing Yu; Jinping Ou
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