| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
Analysis of floor-to-column pounding of buildings founded on different soil types
|
Miari, Mahmoud
|
|
|
20 |
13 |
p. 7241-7262
|
artikel
|
| 2 |
A nonlinear macromodel for simulating the in-plane behavior of unreinforced masonry (URM) infilled frames
|
Adnan, S. M. Naheed
|
|
|
20 |
13 |
p. 7347-7379
|
artikel
|
| 3 |
A novel compatible truss-arch model to predict shear strength of concrete-encased steel composite columns
|
Xue, Yicong
|
|
|
20 |
13 |
p. 7263-7285
|
artikel
|
| 4 |
A probabilistic deformation-based seismic hazard model for Iran
|
Lotfi, A.
|
|
|
20 |
13 |
p. 7015-7046
|
artikel
|
| 5 |
Correction to: Shake-table tests of BFRP-reinforced geopolymer concrete segmental columns
|
Li, Chao
|
|
|
20 |
13 |
p. 7313
|
artikel
|
| 6 |
Cyclic and monotonic performance of stiffened extended end-plate connections with large-sized bolts and thin end-plates
|
Özkılıç, Yasin Onuralp
|
|
|
20 |
13 |
p. 7441-7475
|
artikel
|
| 7 |
Development and experimental validation of a new self-centering HF2V damper with disc springs
|
Abdeli Bisafar, Mehdi
|
|
|
20 |
13 |
p. 7417-7440
|
artikel
|
| 8 |
3D seismic response characteristics of a pile-mat-founded AP1000 nuclear-island building considering nonlinear hysteretic behavior of soil
|
Chen, Guoxing
|
|
|
20 |
13 |
p. 7077-7106
|
artikel
|
| 9 |
Experimental and numerical seismic assessment of non-ductile reinforced concrete (RC) columns strengthened with glass fiber reinforced polymer (GFRP)
|
Rodsin, Kittipoom
|
|
|
20 |
13 |
p. 7185-7213
|
artikel
|
| 10 |
Exploratory factor analysis-based method to develop compound intensity measures for predicting potential structural damage of ground motion
|
Liu, Bali
|
|
|
20 |
13 |
p. 7107-7135
|
artikel
|
| 11 |
Exposure knowledge impact on regional seismic risk assessment of bridge portfolios
|
Abarca, Andres
|
|
|
20 |
13 |
p. 7137-7159
|
artikel
|
| 12 |
Extension of the improved upper-bound pushover analysis for seismic assessment of steel moment resisting frames with setbacks
|
Rahmani, Abdallah Yacine
|
|
|
20 |
13 |
p. 7609-7640
|
artikel
|
| 13 |
Fragility analysis of structural pounding between adjacent structures arranged in series with various alignment configurations under near-field earthquakes
|
Ebrahimiyan, Fahimeh
|
|
|
20 |
13 |
p. 7215-7240
|
artikel
|
| 14 |
Genealogy of development and codification of Yugoslavian earthquake resistant design
|
Milutinovic, Zoran
|
|
|
20 |
13 |
p. 7513-7559
|
artikel
|
| 15 |
Influence of site-specific strong-motion duration on structural performance
|
López-Castañeda, Alhelí S.
|
|
|
20 |
13 |
p. 7047-7075
|
artikel
|
| 16 |
Multiscale procedure to assign structural damage levels in masonry buildings from observed or numerically simulated seismic performance
|
Cattari, Serena
|
|
|
20 |
13 |
p. 7561-7607
|
artikel
|
| 17 |
Numerical and analytical methods for the design of beam-column sub-assemblies with composite deck slab
|
Chaudhari, Tushar
|
|
|
20 |
13 |
p. 7641-7674
|
artikel
|
| 18 |
Numerical investigation on p–y method of group piles under static and dynamic loads
|
Timurağaoğlu, Mehmet ömer
|
|
|
20 |
13 |
p. 7381-7416
|
artikel
|
| 19 |
Risk-based overall seismic robustness assessment of cold-formed steel structures considering vulnerability and fragility
|
Jiang, Liqiang
|
|
|
20 |
13 |
p. 7161-7184
|
artikel
|
| 20 |
Seismic vulnerability assessment of reinforced concrete buildings having nonlinear fluid viscous dampers
|
Mokhtari, Mehdi
|
|
|
20 |
13 |
p. 7675-7704
|
artikel
|
| 21 |
Shake-table tests of BFRP-reinforced geopolymer concrete segmental columns
|
Li, Chao
|
|
|
20 |
13 |
p. 7287-7311
|
artikel
|
| 22 |
Shear demand and inelastic displacement capacity of RC walls of different lengths forming a structural system
|
Quintana Gallo, Patricio
|
|
|
20 |
13 |
p. 7315-7346
|
artikel
|
| 23 |
Validation of a practice-oriented floor spectra formulation through actual data from the 2016/2017 Central Italy earthquake
|
Degli Abbati, Stefania
|
|
|
20 |
13 |
p. 7477-7511
|
artikel
|
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