nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
1 |
Air-blast loading on empty metallic beverage can used as sacrificial cladding: Experimental, analytical and numerical study
|
Ousji, H. |
|
|
204 |
C |
p. |
artikel |
2 |
An evaluation of the generalized– α time integration scheme for a transient response of nonlinear structures
|
Lozina, Zeljan |
|
|
204 |
C |
p. |
artikel |
3 |
A simplified risk-targeted decision model for the verification of the seismic performance of critical infrastructure components to the operational limit state
|
Celano, Francesca |
|
|
204 |
C |
p. |
artikel |
4 |
Avoiding failures during building construction using structural fuses as load limiters on temporary shoring structures
|
Buitrago, Manuel |
|
|
204 |
C |
p. |
artikel |
5 |
Behaviour of steel frames infilled with environmentally and structurally favourable masonry units
|
Markulak, Damir |
|
|
204 |
C |
p. |
artikel |
6 |
Brick masonry response to wind driven rain
|
Cacciotti, R. |
|
|
204 |
C |
p. |
artikel |
7 |
Compressive behavior of steel-reinforced concrete-filled square steel tubular stub columns after exposure to elevated temperature
|
Yang, Xia |
|
|
204 |
C |
p. |
artikel |
8 |
Crashworthiness analysis of thin-walled bio-inspired multi-cell corrugated tubes under quasi-static axial loading
|
Ma, Wen |
|
|
204 |
C |
p. |
artikel |
9 |
Cuba’s National School of Ballet: Redefining a structural icon
|
Douglas, Isabella |
|
|
204 |
C |
p. |
artikel |
10 |
Designing efficient grid structures considering structural imperfection sensitivity
|
Liu, Fengcheng |
|
|
204 |
C |
p. |
artikel |
11 |
Design recommendations for stainless steel I-sections under concentrated transverse loading
|
dos Santos, G.B. |
|
|
204 |
C |
p. |
artikel |
12 |
Dynamic distributed strain sensing to assess reinforced concrete behaviour
|
Broth, Zachary |
|
|
204 |
C |
p. |
artikel |
13 |
Editorial Board
|
|
|
|
204 |
C |
p. |
artikel |
14 |
Effect of elevated temperature on axially and eccentrically loaded columns containing Polyvinyl Alcohol (PVA) fibers
|
Said, Mohamed |
|
|
204 |
C |
p. |
artikel |
15 |
Effect of recycled concrete coarse aggregates on service-load deflections of reinforced concrete columns
|
Knaack, Adam M. |
|
|
204 |
C |
p. |
artikel |
16 |
Enhanced method for the nonlinear structural analysis based on direct energy principles
|
Taube, Christopher |
|
|
204 |
C |
p. |
artikel |
17 |
Experimental and numerical studies on ductile-fracture-controlled ultimate resistance of bars in aluminum alloy gusset joints under monotonic tensile loading
|
Zhu, Peihua |
|
|
204 |
C |
p. |
artikel |
18 |
Experimental and numerical study of honeycomb structural fuses
|
Yang, T.Y. |
|
|
204 |
C |
p. |
artikel |
19 |
Experimental and theoretical investigation of prefabricated timber-concrete composite beams with and without prestress
|
Shi, Benkai |
|
|
204 |
C |
p. |
artikel |
20 |
Experimental evidence on structural adequacy of high strength S690 steel welded joints with different heat input energy
|
Chung, Kwok-Fai |
|
|
204 |
C |
p. |
artikel |
21 |
Experimental study on fire resistance of precast concrete columns with efficient reinforcement
|
Xu, Haoming |
|
|
204 |
C |
p. |
artikel |
22 |
Finite element modeling of creep behavior of FRP-externally strengthened reinforced concrete beams
|
Bouziadi, Farid |
|
|
204 |
C |
p. |
artikel |
23 |
Free vibration analysis of rotating pretwisted composite sandwich conical shells with multiple debonding in hygrothermal environment
|
Singha, Tripuresh Deb |
|
|
204 |
C |
p. |
artikel |
24 |
Human-induced vibration of cross-laminated timber (CLT) floor under different boundary conditions
|
Huang, Haoyu |
|
|
204 |
C |
p. |
artikel |
25 |
Monitoring corrosion of steel bars in reinforced concrete based on helix strains measured from a distributed fiber optic sensor
|
Fan, Liang |
|
|
204 |
C |
p. |
artikel |
26 |
Monotonic and cyclic tests on beam to column bolted connections with thermal insulation layer
|
Couchaux, M. |
|
|
204 |
C |
p. |
artikel |
27 |
Numerical and experimental investigations of the sloshing modal properties of sloped-bottom tuned liquid dampers for structural vibration control
|
Zhang, Zili |
|
|
204 |
C |
p. |
artikel |
28 |
Numerical assessment of reinforced concrete members incorporating recycled rubber materials
|
Xu, B. |
|
|
204 |
C |
p. |
artikel |
29 |
Numerical out-of-plane stability analysis of long span timber trusses with focus on buckling length calculations
|
Sejkot, Petr |
|
|
204 |
C |
p. |
artikel |
30 |
On the interaction between spread foundations and tie-beams under eccentric loading
|
Pane, Vincenzo |
|
|
204 |
C |
p. |
artikel |
31 |
Optimal tuned mass-damper-inerter (TMDI) design in wind-excited tall buildings for occupants’ comfort serviceability performance and energy harvesting
|
Petrini, Francesco |
|
|
204 |
C |
p. |
artikel |
32 |
Performance of precast hollow steel-encased high-strength concrete piles
|
Thusoo, Shreya |
|
|
204 |
C |
p. |
artikel |
33 |
Proposal for a new formula to predict the fire resistance of timber connections
|
Audebert, M. |
|
|
204 |
C |
p. |
artikel |
34 |
Reinforced recycled aggregate concrete slabs: Structural design based on Eurocode 2
|
Silva, R.V. |
|
|
204 |
C |
p. |
artikel |
35 |
Rotation-affected bond strength model between steel strand and concrete
|
Yi, Ju |
|
|
204 |
C |
p. |
artikel |
36 |
Seismic economic losses in mid-rise steel buildings with conventional and emerging lateral force resisting systems
|
Hu, Shuling |
|
|
204 |
C |
p. |
artikel |
37 |
Seismic evaluation of low-rise steel building frames with self-centering energy-absorbing rigid cores designed using a force-based approach
|
Hu, Shuling |
|
|
204 |
C |
p. |
artikel |
38 |
Seismic performance and design approach of unbonded post-tensioned precast sandwich wall structures with friction devices
|
Xu, Gang |
|
|
204 |
C |
p. |
artikel |
39 |
Seismic performance of concrete-encased CFST column to steel beam joints with different connection details
|
Li, Wei |
|
|
204 |
C |
p. |
artikel |
40 |
Seismic response evaluation of single-layer latticed shells based on equivalent modal stiffness and linearized iterative approach
|
Qu, Yang |
|
|
204 |
C |
p. |
artikel |
41 |
Seismic risk of sliding ground-mounted rigid equipment
|
Jaimes, Miguel A |
|
|
204 |
C |
p. |
artikel |
42 |
Shear strength estimation of masonry walls using a panel model
|
Massone, Leonardo M. |
|
|
204 |
C |
p. |
artikel |
43 |
Site-specific ultimate limit state fragility of offshore wind turbines on monopile substructures
|
Wilkie, David |
|
|
204 |
C |
p. |
artikel |
44 |
Structural fatigue investigation of transverse surface crack growth in rail steels and thermite welds subjected to in-plane and out-of-plane loading
|
Liu, Yang |
|
|
204 |
C |
p. |
artikel |
45 |
Study of the mechanical properties of TRC-strengthened eccentric columns exposed to dry and wet cycles in a chloride salt erosion environment
|
Shi-ping, Yin |
|
|
204 |
C |
p. |
artikel |
46 |
Temperature-stress-time methodology for flat-patterning ETFE cushions in use for large-span building structures
|
Hu, Jianhui |
|
|
204 |
C |
p. |
artikel |
47 |
Testing and numerical modelling of S960 ultra-high strength steel angle and channel section stub columns
|
Wang, Fangying |
|
|
204 |
C |
p. |
artikel |
48 |
The influence of cross-section variation on bending stiffness assessment in existing timber structures
|
Osuna-Sequera, Carlos |
|
|
204 |
C |
p. |
artikel |
49 |
Ultimate strength assessment of intact and pitted platings under biaxial compression
|
Piscopo, V. |
|
|
204 |
C |
p. |
artikel |
50 |
Uncertainty of shear resistance models: Influence of recycled concrete aggregate on beams with and without shear reinforcement
|
Pacheco, João Nuno |
|
|
204 |
C |
p. |
artikel |
51 |
Verified and validated design curves and strength reduction factors for post-tensioned composite steel-timber stiffened wall systems
|
Orlowski, Kristopher |
|
|
204 |
C |
p. |
artikel |
52 |
Vortex-induced vibrations of two cylinders with different diameters close to a horizontal plane boundary at low Reynolds number
|
Janocha, Marek Jan |
|
|
204 |
C |
p. |
artikel |