nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
1 |
A new energy-absorbing system for seismic retrofitting of frame structures with slender braces
|
Mohsenian, Vahid |
|
2018 |
17 |
5 |
p. 2715-2739 |
artikel |
2 |
A semi-analytical formulation for estimating the fundamental vibration frequency of historical masonry towers
|
Najafgholipour, M. A. |
|
2019 |
17 |
5 |
p. 2627-2645 |
artikel |
3 |
Calibration of a mechanics-based method for large-scale vulnerability assessment
|
Faravelli, Marta |
|
2019 |
17 |
5 |
p. 2485-2508 |
artikel |
4 |
Correction to: In situ assessment of soil dynamic parameters for characterizing nonlinear seismic site response using KiK-net vertical array data
|
Wang, Hai-Yun |
|
2019 |
17 |
5 |
p. 2361 |
artikel |
5 |
Correction to: Intensity-dependent site amplification factors for Vrancea intermediate-depth earthquakes
|
Pavel, Florin |
|
2019 |
17 |
5 |
p. 2381 |
artikel |
6 |
Deformation capacity of reinforced concrete columns with smooth reinforcement
|
Opabola, Eyitayo A. |
|
2018 |
17 |
5 |
p. 2509-2532 |
artikel |
7 |
Effect of displacement restraint on the collapse performance of seismically isolated buildings
|
Kitayama, Shoma |
|
2019 |
17 |
5 |
p. 2767-2786 |
artikel |
8 |
Effect of torsional ground motion on the seismic response of highway bridges
|
Özşahin, Ecem |
|
2019 |
17 |
5 |
p. 2603-2625 |
artikel |
9 |
Effects of beam–column geometry and eccentricity on seismic behaviour of RC beam–column knee joints
|
Mogili, Srinivas |
|
2019 |
17 |
5 |
p. 2671-2686 |
artikel |
10 |
Forming new steel-framed openings in load-bearing masonry walls: design methods and nonlinear finite element simulations
|
Billi, Lorenzo |
|
2019 |
17 |
5 |
p. 2647-2670 |
artikel |
11 |
Implementation of a simple novel Abaqus user element to predict the behavior of unbonded fiber reinforced elastomeric isolators in macro-scale computations
|
Habieb, Ahmad Basshofi |
|
2019 |
17 |
5 |
p. 2741-2766 |
artikel |
12 |
In situ assessment of soil dynamic parameters for characterizing nonlinear seismic site response using KiK-net vertical array data
|
Wang, Hai-Yun |
|
2018 |
17 |
5 |
p. 2331-2360 |
artikel |
13 |
Intensity-dependent site amplification factors for Vrancea intermediate-depth earthquakes
|
Pavel, Florin |
|
2019 |
17 |
5 |
p. 2363-2380 |
artikel |
14 |
Investigation of seismic performances of unconnected pile foundations using dynamic centrifuge tests
|
Ha, Jeong-Gon |
|
2018 |
17 |
5 |
p. 2433-2458 |
artikel |
15 |
Probabilistic earthquake loss model for residential buildings in Tehran, Iran to quantify annualized earthquake loss
|
Firuzi, Erfan |
|
2019 |
17 |
5 |
p. 2383-2406 |
artikel |
16 |
Response spectrum analysis of frame structures: reliability-based comparison between complete quadratic combination and damping-adjusted combination
|
Basone, Francesco |
|
2019 |
17 |
5 |
p. 2687-2713 |
artikel |
17 |
Seismic assessment of an industrial frame-tank system: development of fragility functions
|
Merino Vela, R. J. |
|
2019 |
17 |
5 |
p. 2569-2602 |
artikel |
18 |
Seismic design and retrofit of frame structures with hysteretic dampers: a simplified displacement-based procedure
|
Nuzzo, Iolanda |
|
2019 |
17 |
5 |
p. 2787-2819 |
artikel |
19 |
Seismic strengthening and rehabilitation of RC frame structures with weak beam-column joints by installing wing walls
|
Li, Yuebing |
|
2019 |
17 |
5 |
p. 2533-2567 |
artikel |
20 |
The 2016–2017 earthquake sequence in Central Italy: macroseismic survey and damage scenario through the EMS-98 intensity assessment
|
Rossi, A. |
|
2019 |
17 |
5 |
p. 2407-2431 |
artikel |
21 |
The 50-year expectations of structural residual seismic capacity ratios based on uniform collapse probabilities
|
He, Zheng |
|
2019 |
17 |
5 |
p. 2459-2484 |
artikel |