| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A novel bat algorithm based optimum tuning of mass dampers for improving the seismic safety of structures
|
Bekdaş, Gebrail
|
|
|
159 |
C |
p. 89-98
|
artikel
|
| 2 |
A numerical study of the seismic response of arched and vaulted structures made of isotropic or composite materials
|
Tornabene, Francesco
|
|
|
159 |
C |
p. 332-366
|
artikel
|
| 3 |
A passive metallic damper with replaceable steel bar components for earthquake protection of structures
|
Aghlara, Reza
|
|
|
159 |
C |
p. 185-197
|
artikel
|
| 4 |
Critical load cases for lattice transmission line structures subjected to downbursts: Economic implications for design of transmission lines
|
El Damatty, Ashraf
|
|
|
159 |
C |
p. 213-226
|
artikel
|
| 5 |
Design method for steel restrainer bars on railway bridges subjected to spatially varying earthquakes
|
Liu, Cong
|
|
|
159 |
C |
p. 198-212
|
artikel
|
| 6 |
Design optimization of stiffened panels using finite element integrated force method
|
Singh, A.
|
|
|
159 |
C |
p. 99-109
|
artikel
|
| 7 |
Determination of moment carrying capacity of sagae connection using different methods
|
Jeong, Gi Young
|
|
|
159 |
C |
p. 46-54
|
artikel
|
| 8 |
Dynamic performance of a multi-story traditional timber pagoda
|
Wu, Yajie
|
|
|
159 |
C |
p. 277-285
|
artikel
|
| 9 |
Editorial Board
|
|
|
|
159 |
C |
p. ii
|
artikel
|
| 10 |
Estimation of inelastic displacement ratios for soil-structure systems with embedded foundation considering kinematic and inertial interaction effects
|
Bararnia, Majid
|
|
|
159 |
C |
p. 252-264
|
artikel
|
| 11 |
Experimental and numerical investigation of the static performance of innovative prefabricated high-strength composite columns
|
Huang, Yufan
|
|
|
159 |
C |
p. 227-244
|
artikel
|
| 12 |
Experimental and numerical study on damage mechanism of CFDST bridge columns subjected to contact explosion
|
Li, Minghong
|
|
|
159 |
C |
p. 265-276
|
artikel
|
| 13 |
Experimental investigation of the response of precast concrete cladding panels with integrated connections under monotonic and cyclic loading
|
Psycharis, Ioannis N.
|
|
|
159 |
C |
p. 75-88
|
artikel
|
| 14 |
Experimental investigation on the bearing mechanism of Perfobond rib shear connectors
|
Zhao, Canhui
|
|
|
159 |
C |
p. 172-184
|
artikel
|
| 15 |
Full strength extended stiffened end-plate joints: AISC vs recent European design criteria
|
Tartaglia, Roberto
|
|
|
159 |
C |
p. 155-171
|
artikel
|
| 16 |
Identification of soil-structure interaction effect in a portal frame railway bridge through full-scale dynamic testing
|
Zangeneh, Abbas
|
|
|
159 |
C |
p. 299-309
|
artikel
|
| 17 |
Inelastic responses of wind-excited tall buildings: Improved estimation and understanding by statistical linearization approaches
|
Feng, Changda
|
|
|
159 |
C |
p. 141-154
|
artikel
|
| 18 |
Mobile impact testing of a simply-supported steel stringer bridge with reference-free measurement
|
Guo, Shuanglin
|
|
|
159 |
C |
p. 66-74
|
artikel
|
| 19 |
Numerical study of progressive collapse resistance of RC beam-slab substructures under perimeter column removal scenarios
|
Yu, Jun
|
|
|
159 |
C |
p. 14-27
|
artikel
|
| 20 |
Numerical study on a fully-prefabricated damage-tolerant beam to column connection for an earthquake-resilient frame
|
Deng, Kailai
|
|
|
159 |
C |
p. 320-331
|
artikel
|
| 21 |
Online damage detection in structural systems via dynamic inverse analysis: A recursive Bayesian approach
|
Eftekhar Azam, Saeed
|
|
|
159 |
C |
p. 28-45
|
artikel
|
| 22 |
On the assumed inherent stability of semi-active control systems
|
Garrido, Hernán
|
|
|
159 |
C |
p. 286-298
|
artikel
|
| 23 |
Risk-based cost-benefit analysis for the retrofit of bridges exposed to extreme hydrologic events considering multiple failure modes
|
Mondoro, Alysson
|
|
|
159 |
C |
p. 310-319
|
artikel
|
| 24 |
Seismic analysis of liquid storage composite conical tanks
|
Elansary, Ahmed A.
|
|
|
159 |
C |
p. 128-140
|
artikel
|
| 25 |
Seismic capacity of masonry infilled RC frame strengthening with expanded metal ferrocement
|
Leeanansaksiri, Anuchat
|
|
|
159 |
C |
p. 110-127
|
artikel
|
| 26 |
Seismic response control of a structure isolated by flat sliding bearing and nonlinear restoring spring: Experimental study for performance evaluation
|
Sachdeva, Gourav
|
|
|
159 |
C |
p. 1-13
|
artikel
|
| 27 |
Stocky thin- or thick-walled beams: Theory and analysis
|
Cheng, Xiangli
|
|
|
159 |
C |
p. 55-65
|
artikel
|
| 28 |
Vibration of laminated-beams based on reference-plane formulation: Effect of end supports at different heights of the beam
|
Fernando, D.
|
|
|
159 |
C |
p. 245-251
|
artikel
|
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