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Evaluation of shear behavior of PCSC shear connection for the construction of composite bridges with prefabricated decks
Evaluation of shear behavior of PCSC shear connection for the construction of composite bridges with prefabricated decks
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Evaluation of shear behavior of PCSC shear connection for the construction of composite bridges with prefabricated decks

Zou, Yang ; Guo, Jincen ; Zhou, Zhixiang ; Wang, Xiaodong ; Yu, Yanjiang ; Zheng, Kaidi

Engineering structures, 2022-04, Vol.257, p.113870, Article 113870 [Periódico revisado por pares]

Kidlington: Elsevier Ltd

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12
Experimental and numerical assessment of new precast concrete connections under bending loads
Experimental and numerical assessment of new precast concrete connections under bending loads
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Experimental and numerical assessment of new precast concrete connections under bending loads

Baghdadi, Abtin ; Heristchian, Mahmoud ; Ledderose, Lukas ; Kloft, Harald

Engineering structures, 2020-06, Vol.212, p.110456, Article 110456 [Periódico revisado por pares]

Kidlington: Elsevier Ltd

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13
Experimental and numerical studies of ultra-high performance concrete targets against high-velocity projectile impacts
Experimental and numerical studies of ultra-high performance concrete targets against high-velocity projectile impacts
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Experimental and numerical studies of ultra-high performance concrete targets against high-velocity projectile impacts

Liu, Jian ; Wu, Chengqing ; Su, Yu ; Li, Jun ; Shao, Ruizhe ; Chen, Gang ; Liu, Zhongxian

Engineering structures, 2018-10, Vol.173, p.166-179 [Periódico revisado por pares]

Kidlington: Elsevier Ltd

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14
Experimental tests and numerical modeling of full-scale unbonded fiber reinforced elastomeric isolators (UFREIs) under bidirectional excitation
Experimental tests and numerical modeling of full-scale unbonded fiber reinforced elastomeric isolators (UFREIs) under bidirectional excitation
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Experimental tests and numerical modeling of full-scale unbonded fiber reinforced elastomeric isolators (UFREIs) under bidirectional excitation

De Domenico, D. ; Losanno, D. ; Vaiana, N.

Engineering structures, 2023-01, Vol.274, p.115118, Article 115118 [Periódico revisado por pares]

Kidlington: Elsevier Ltd

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15
Testing and modelling the in-plane seismic response of clay brick masonry walls with boundary columns made of precast concrete interlocking blocks
Testing and modelling the in-plane seismic response of clay brick masonry walls with boundary columns made of precast concrete interlocking blocks
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Testing and modelling the in-plane seismic response of clay brick masonry walls with boundary columns made of precast concrete interlocking blocks

Wang, Guojue ; Li, Yingmin ; Zheng, Nina ; Ingham, Jason M.

Engineering structures, 2017-01, Vol.131, p.513-529 [Periódico revisado por pares]

Kidlington: Elsevier Ltd

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16
Gaussian process regression for seismic fragility assessment of building portfolios
Gaussian process regression for seismic fragility assessment of building portfolios
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Gaussian process regression for seismic fragility assessment of building portfolios

Gentile, Roberto ; Galasso, Carmine

Structural safety, 2020-11, Vol.87, p.101980, Article 101980 [Periódico revisado por pares]

Amsterdam: Elsevier Ltd

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17
Fragility-informed seismic design of multi-column bridge bents with post-tensioned concrete columns for accelerated bridge construction
Fragility-informed seismic design of multi-column bridge bents with post-tensioned concrete columns for accelerated bridge construction
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Fragility-informed seismic design of multi-column bridge bents with post-tensioned concrete columns for accelerated bridge construction

Upadhyay, A. ; Pantelides, C.P.

Engineering structures, 2022-10, Vol.269, p.114807, Article 114807 [Periódico revisado por pares]

Kidlington: Elsevier Ltd

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18
Numerical simulation of high strength circular double-skin concrete-filled steel tubular slender columns
Numerical simulation of high strength circular double-skin concrete-filled steel tubular slender columns
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Numerical simulation of high strength circular double-skin concrete-filled steel tubular slender columns

Liang, Qing Quan

Engineering structures, 2018-08, Vol.168, p.205-217 [Periódico revisado por pares]

Kidlington: Elsevier Ltd

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19
Shear capacity and behavior of high-strength concrete beams with openings
Shear capacity and behavior of high-strength concrete beams with openings
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Shear capacity and behavior of high-strength concrete beams with openings

Ali, Sardar R. Mohammad ; Saeed, Jalal A.

Engineering structures, 2022-08, Vol.264, p.114431, Article 114431 [Periódico revisado por pares]

Kidlington: Elsevier Ltd

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20
Rapid seismic response prediction of RC frames based on deep learning and limited building information
Rapid seismic response prediction of RC frames based on deep learning and limited building information
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Rapid seismic response prediction of RC frames based on deep learning and limited building information

Wen, Weiping ; Zhang, Chenyu ; Zhai, Changhai

Engineering structures, 2022-09, Vol.267, p.114638, Article 114638 [Periódico revisado por pares]

Kidlington: Elsevier Ltd

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