| no |
title |
author |
magazine |
year |
volume |
issue |
page(s) |
type |
| 1 |
A low-cycle fatigue approach to predicting shear strength degradation in RC joints subjected to seismic actions
|
Lima, Carmine
|
|
2019
|
17 |
11 |
p. 6061-6078
|
article
|
| 2 |
A simplified method to predict torsional effects on asymmetric seismic isolated buildings under bi-directional earthquake components
|
Laguardia, Raffaele
|
|
2019
|
17 |
11 |
p. 6331-6356
|
article
|
| 3 |
Assessment of post-liquefaction consolidation settlement
|
Chiaradonna, Anna
|
|
2019
|
17 |
11 |
p. 5825-5848
|
article
|
| 4 |
Bi-normalized Newmark–Hall spectra for seismic design and assessment
|
Lu, Yang
|
|
2019
|
17 |
11 |
p. 5791-5807
|
article
|
| 5 |
Correction to: Crack initiation and propagation in unreinforced masonry specimens subjected to repeated in-plane loading during light damage
|
Korswagen, Paul A.
|
|
2019
|
17 |
11 |
p. 6357
|
article
|
| 6 |
Correction to: Seismic performance of full-scale RC columns containing high proportion recycled aggregate
|
Saribas, Ilyas
|
|
2019
|
17 |
11 |
p. 6039-6040
|
article
|
| 7 |
Cyclic loading tests and analyses of posttensioned concrete bridge columns combining cast-in-place and precast segments
|
Zhang, Yuye
|
|
2019
|
17 |
11 |
p. 6141-6163
|
article
|
| 8 |
Damage identification of a reinforced concrete frame at increasing damage levels by sensitivity-based finite element model updating
|
Durmazgezer, Erkan
|
|
2019
|
17 |
11 |
p. 6041-6060
|
article
|
| 9 |
Damping modification factor for elastic floor spectra
|
Anajafi, Hamidreza
|
|
2019
|
17 |
11 |
p. 6079-6108
|
article
|
| 10 |
Dissipative connections with U-shaped steel plate for braces of concentrically braced frames
|
Henriques, J.
|
|
2019
|
17 |
11 |
p. 6203-6237
|
article
|
| 11 |
Empirical fragility curves for masonry buildings after the 2009 L’Aquila, Italy, earthquake
|
Del Gaudio, Carlo
|
|
2019
|
17 |
11 |
p. 6301-6330
|
article
|
| 12 |
Hysteretic cyclic response of “SDOF-embedded foundation” systems rocking on sand: an experimental study
|
Arabpanahan, Mohammad
|
|
2019
|
17 |
11 |
p. 5897-5928
|
article
|
| 13 |
Influence of soil–structure interaction on seismic pounding between steel frame buildings considering the effect of infill panels
|
Elwardany, Hytham
|
|
2019
|
17 |
11 |
p. 6165-6202
|
article
|
| 14 |
Influence of structure–foundation–soil interaction on ground motions recorded within buildings
|
Sotiriadis, Dimitris
|
|
2019
|
17 |
11 |
p. 5867-5895
|
article
|
| 15 |
Introducing a response-based duration metric and its correlation with structural damages
|
Mashayekhi, Mohammadreza
|
|
2019
|
17 |
11 |
p. 5987-6008
|
article
|
| 16 |
Numerical modeling of high-strength steel composite K-eccentrically braced frames and spatial substructure hybrid simulation tests
|
Li, Tengfei
|
|
2019
|
17 |
11 |
p. 6239-6263
|
article
|
| 17 |
On the apparent viscosity of granular soils during liquefaction tests
|
Lirer, Stefania
|
|
2019
|
17 |
11 |
p. 5809-5824
|
article
|
| 18 |
Out-of-plane seismic retrofitting of masonry walls with Textile Reinforced Mortar composites
|
Santis, Stefano De
|
|
2019
|
17 |
11 |
p. 6265-6300
|
article
|
| 19 |
Performance of vertical drains in liquefaction mitigation under structures
|
García-Torres, Samy
|
|
2019
|
17 |
11 |
p. 5849-5866
|
article
|
| 20 |
Seismic performance of end-bearing piled raft with countermeasure strategy against liquefaction using centrifuge model tests
|
Fallahzadeh, M.
|
|
2019
|
17 |
11 |
p. 5929-5961
|
article
|
| 21 |
Seismic performance of full-scale RC columns containing high proportion recycled aggregate
|
Saribas, Ilyas
|
|
2019
|
17 |
11 |
p. 6009-6037
|
article
|
| 22 |
Seismic response and damage of underground subway station in a slightly sloping liquefiable site
|
Chen, Su
|
|
2019
|
17 |
11 |
p. 5963-5985
|
article
|
| 23 |
The shear pin strength of friction pendulum bearings (FPB) in simply supported railway bridges
|
Jiang, Lizhong
|
|
2019
|
17 |
11 |
p. 6109-6139
|
article
|
Journal description