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1
Hysteretic behavior investigation of self-centering double-column rocking piers for seismic resilience
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Hysteretic behavior investigation of self-centering double-column rocking piers for seismic resilience

Han, Qiang ; Jia, Zhenlei ; Xu, Kun ; Zhou, Yulong ; Du, Xiuli

Engineering structures, 2019-06, Vol.188, p.218-232 [Periódico revisado por pares]

Kidlington: Elsevier Ltd

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2
Numerical study on the effects of diaphragm stiffness and strength on the seismic response of multi-story modular buildings
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Numerical study on the effects of diaphragm stiffness and strength on the seismic response of multi-story modular buildings

Srisangeerthanan, Sriskanthan ; Hashemi, M. Javad ; Rajeev, Pathmanathan ; Gad, Emad ; Fernando, Saman

Engineering structures, 2018-05, Vol.163, p.25-37 [Periódico revisado por pares]

Kidlington: Elsevier Ltd

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3
Numerical study on the seismic performance of precast segmental concrete columns under cyclic loading
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Numerical study on the seismic performance of precast segmental concrete columns under cyclic loading

Li, Chao ; Hao, Hong ; Bi, Kaiming

Engineering structures, 2017-10, Vol.148, p.373-386 [Periódico revisado por pares]

Kidlington: Elsevier Ltd

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4
Using the applied element method for modelling calcium silicate brick masonry subjected to in‐plane cyclic loading
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Using the applied element method for modelling calcium silicate brick masonry subjected to in‐plane cyclic loading

Malomo, Daniele ; Pinho, Rui ; Penna, Andrea

Earthquake engineering & structural dynamics, 2018-06, Vol.47 (7), p.1610-1630 [Periódico revisado por pares]

Bognor Regis: Wiley Subscription Services, Inc

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5
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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6
New methodology for calculating damage variables evolution in Plastic Damage Model for RC structures
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New methodology for calculating damage variables evolution in Plastic Damage Model for RC structures

Alfarah, B. ; López-Almansa, F. ; Oller, S.

Engineering structures, 2017-02, Vol.132, p.70-86 [Periódico revisado por pares]

Kidlington: Elsevier Ltd

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7
Performance-based interpretation of in-plane cyclic tests on RC frames with strong masonry infills
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Performance-based interpretation of in-plane cyclic tests on RC frames with strong masonry infills

Morandi, Paolo ; Hak, Sanja ; Magenes, Guido

Engineering structures, 2018-02, Vol.156, p.503-521 [Periódico revisado por pares]

Kidlington: Elsevier Ltd

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8
Nonlinear seismic analysis of a high-pier, long-span, continuous RC frame bridge under spatially variable ground motions
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Nonlinear seismic analysis of a high-pier, long-span, continuous RC frame bridge under spatially variable ground motions

Li, Xiaoqiong ; Li, Zhong-Xian ; Crewe, Adam J.

Soil dynamics and earthquake engineering (1984), 2018-11, Vol.114, p.298-312 [Periódico revisado por pares]

Barking: Elsevier Ltd

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9
Modeling seismic response of a full-scale cold-formed steel-framed building
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Modeling seismic response of a full-scale cold-formed steel-framed building

Leng, Jiazhen ; Peterman, Kara D. ; Bian, Guanbo ; Buonopane, Stephen G. ; Schafer, Benjamin W.

Engineering structures, 2017-12, Vol.153, p.146-165 [Periódico revisado por pares]

Kidlington: Elsevier Ltd

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10
Influence of column shear failure on pushover based assessment of masonry infilled reinforced concrete framed structures: A case study
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Influence of column shear failure on pushover based assessment of masonry infilled reinforced concrete framed structures: A case study

Cavaleri, Liborio ; Di Trapani, Fabio ; Asteris, Panagiotis G. ; Sarhosis, Vasilis

Soil dynamics and earthquake engineering (1984), 2017-09, Vol.100, p.98-112 [Periódico revisado por pares]

Barking: Elsevier Ltd

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