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Experimental study of train-induced vibration in over-track buildings in a metro depot
Experimental study of train-induced vibration in over-track buildings in a metro depot
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Experimental study of train-induced vibration in over-track buildings in a metro depot

Tao, Ziyu ; Wang, Yimin ; Sanayei, Masoud ; Moore, James A. ; Zou, Chao

Engineering structures, 2019-11, Vol.198, p.109473, Article 109473 [Periódico revisado por pares]

Kidlington: Elsevier Ltd

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2
Vulnerability analysis of industrial RC precast buildings designed according to modern seismic codes
Vulnerability analysis of industrial RC precast buildings designed according to modern seismic codes
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Vulnerability analysis of industrial RC precast buildings designed according to modern seismic codes

Ercolino, Marianna ; Bellotti, Davide ; Magliulo, Gennaro ; Nascimbene, Roberto

Engineering structures, 2018-03, Vol.158, p.67-78 [Periódico revisado por pares]

Kidlington: Elsevier Ltd

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3
Comparative study of major international wind codes and standards for wind effects on tall buildings
Comparative study of major international wind codes and standards for wind effects on tall buildings
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Comparative study of major international wind codes and standards for wind effects on tall buildings

Kwon, Dae Kun ; Kareem, Ahsan

Engineering structures, 2013-06, Vol.51, p.23-35 [Periódico revisado por pares]

Kidlington: Elsevier Ltd

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4
Dynamic performance of RC beam-column substructures under the scenario of the loss of a corner column—Experimental results
Dynamic performance of RC beam-column substructures under the scenario of the loss of a corner column—Experimental results
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Dynamic performance of RC beam-column substructures under the scenario of the loss of a corner column—Experimental results

Kai, Qian ; Li, Bing

Engineering structures, 2012-09, Vol.42, p.154-167 [Periódico revisado por pares]

Kidlington: Elsevier Ltd

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5
New advancements, challenges and opportunities of multi-storey modular buildings – A state-of-the-art review
New advancements, challenges and opportunities of multi-storey modular buildings – A state-of-the-art review
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New advancements, challenges and opportunities of multi-storey modular buildings – A state-of-the-art review

Ferdous, Wahid ; Bai, Yu ; Ngo, Tuan Duc ; Manalo, Allan ; Mendis, Priyan

Engineering structures, 2019-03, Vol.183, p.883-893 [Periódico revisado por pares]

Kidlington: Elsevier Ltd

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6
Classification of failure mode and prediction of shear strength for reinforced concrete beam-column joints using machine learning techniques
Classification of failure mode and prediction of shear strength for reinforced concrete beam-column joints using machine learning techniques
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Classification of failure mode and prediction of shear strength for reinforced concrete beam-column joints using machine learning techniques

Mangalathu, Sujith ; Jeon, Jong-Su

Engineering structures, 2018-04, Vol.160, p.85-94 [Periódico revisado por pares]

Kidlington: Elsevier Ltd

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7
Effect of axial loads in the seismic behavior of reinforced concrete walls with unconfined wall boundaries
Effect of axial loads in the seismic behavior of reinforced concrete walls with unconfined wall boundaries
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Effect of axial loads in the seismic behavior of reinforced concrete walls with unconfined wall boundaries

Alarcon, C. ; Hube, M.A. ; de la Llera, J.C.

Engineering structures, 2014-08, Vol.73, p.13-23 [Periódico revisado por pares]

Kidlington: Elsevier Ltd

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8
TREMURI program: An equivalent frame model for the nonlinear seismic analysis of masonry buildings
TREMURI program: An equivalent frame model for the nonlinear seismic analysis of masonry buildings
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TREMURI program: An equivalent frame model for the nonlinear seismic analysis of masonry buildings

Lagomarsino, Sergio ; Penna, Andrea ; Galasco, Alessandro ; Cattari, Serena

Engineering structures, 2013-11, Vol.56, p.1787-1799 [Periódico revisado por pares]

Kidlington: Elsevier Ltd

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9
Progressive collapse of multi-storey buildings due to sudden column loss — Part I: Simplified assessment framework
Progressive collapse of multi-storey buildings due to sudden column loss — Part I: Simplified assessment framework
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Progressive collapse of multi-storey buildings due to sudden column loss — Part I: Simplified assessment framework

Izzuddin, B.A. ; Vlassis, A.G. ; Elghazouli, A.Y. ; Nethercot, D.A.

Engineering structures, 2008-05, Vol.30 (5), p.1308-1318 [Periódico revisado por pares]

Amsterdam: Elsevier Ltd

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10
Seismic design of a six-storey CLT building in Italy
Seismic design of a six-storey CLT building in Italy
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Seismic design of a six-storey CLT building in Italy

Vassallo, D. ; Follesa, M. ; Fragiacomo, M.

Engineering structures, 2018-11, Vol.175, p.322-338 [Periódico revisado por pares]

Kidlington: Elsevier Ltd

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