nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
1 |
A numerical model for laminated composite thin-walled members with openings considering shear lag effect
|
Vojnić-Purčar, M. |
|
2019 |
185 |
C |
p. 392-399 |
artikel |
2 |
Comparative fire behavior of reinforced RPC and NSC simply supported beams
|
Hou, Xiaomeng |
|
2019 |
185 |
C |
p. 122-140 |
artikel |
3 |
Damage diagnosis in bridge structures using rotation influence line: Validation on a cable-stayed bridge
|
Alamdari, Mehrisadat Makki |
|
2019 |
185 |
C |
p. 1-14 |
artikel |
4 |
Editorial Board
|
|
|
2019 |
185 |
C |
p. ii |
artikel |
5 |
Effect of cut-off order of nonlinear stiffness on the dynamics of a sectional suspension bridge model
|
Hui, Yi |
|
2019 |
185 |
C |
p. 377-391 |
artikel |
6 |
Experimental and numerical study on the behaviour of CFDST columns subjected to close-in blast loading
|
Li, Minghong |
|
2019 |
185 |
C |
p. 203-220 |
artikel |
7 |
Experimental investigation of hybrid mechanical joints for L-shaped columns replacing conventional grouted sleeve connections
|
Nzabonimpa, J.D. |
|
2019 |
185 |
C |
p. 243-277 |
artikel |
8 |
Experimental investigations of failure modes of reinforced concrete beams without web reinforcement
|
Xu, Taozhi |
|
2019 |
185 |
C |
p. 47-57 |
artikel |
9 |
Finite element model for the interface between steel and concrete of CFST (concrete-filled steel tube)
|
Nguyen, Dinh Han |
|
2019 |
185 |
C |
p. 141-158 |
artikel |
10 |
Full-scale testing of stiffened extended shear tab connections under combined axial and shear forces
|
Motallebi, Mohammad |
|
2019 |
185 |
C |
p. 90-105 |
artikel |
11 |
Modelling large planar deflections of flexible bundled conductors in substations using a modified chained-beam constraint model
|
He, Chang |
|
2019 |
185 |
C |
p. 278-285 |
artikel |
12 |
Non-linear time history analysis of reinforced concrete coupled shear walls: Comparison of old design, modern design and retrofitted with externally bonded CFRP composites
|
Honarparast, Sara |
|
2019 |
185 |
C |
p. 353-365 |
artikel |
13 |
Numerical analysis of fatigue performance of CFRP–repaired steel plates with central inclined cracks
|
Li, Lingzhen |
|
2019 |
185 |
C |
p. 194-202 |
artikel |
14 |
Numerical modelling of new demountable fasteners for frame furniture
|
Podskarbi, Marcin |
|
2019 |
185 |
C |
p. 221-229 |
artikel |
15 |
Overstrength values for light frame timber wall elements based on reliability methods
|
Schick, Michael |
|
2019 |
185 |
C |
p. 230-242 |
artikel |
16 |
Prediction of bridge maximum load effects under growing traffic using non-stationary bayesian method
|
Yu, Yang |
|
2019 |
185 |
C |
p. 171-183 |
artikel |
17 |
Regional short-term and long-term risk and loss assessment under sequential seismic events
|
Shokrabadi, Mehrdad |
|
2019 |
185 |
C |
p. 366-376 |
artikel |
18 |
Review of resilience assessment of coastal bridges to extreme wave-induced loads
|
Qeshta, Ismail M.I. |
|
2019 |
185 |
C |
p. 332-352 |
artikel |
19 |
Simplified performance-based optimal seismic design of reinforced concrete frame buildings
|
Zhang, Chunyu |
|
2019 |
185 |
C |
p. 15-25 |
artikel |
20 |
Static stability analysis of a reticulated shell with a roofing system
|
Li, Wenliang |
|
2019 |
185 |
C |
p. 315-331 |
artikel |
21 |
Structural behavior of cold-formed steel semi-oval hollow section beams
|
Chen, Man-Tai |
|
2019 |
185 |
C |
p. 400-411 |
artikel |
22 |
Structural damage identification with uncertain modelling error and measurement noise by clustering based tree seeds algorithm
|
Ding, Zhenghao |
|
2019 |
185 |
C |
p. 301-314 |
artikel |
23 |
Structural performance of high-strength-concrete columns reinforced with GFRP bars and ties subjected to eccentric loads
|
Salah-Eldin, Ashraf |
|
2019 |
185 |
C |
p. 286-300 |
artikel |
24 |
Substitute Frame and adapted Fish-Bone model: Two simplified frames representative of RC moment resisting frames
|
Soleimani, Reza |
|
2019 |
185 |
C |
p. 68-89 |
artikel |
25 |
Testing and analysis on nonlinear creep behaviour of concrete-filled steel tubes with circular cross-section
|
Wang, Yu Yin |
|
2019 |
185 |
C |
p. 26-46 |
artikel |
26 |
The influence of earthquake vertical component on the seismic response of masonry structures
|
Rinaldin, Giovanni |
|
2019 |
185 |
C |
p. 184-193 |
artikel |
27 |
The relative importance of strong column-weak beam design concept in the single-story RC frames
|
Vafaei, Mohammadreza |
|
2019 |
185 |
C |
p. 159-170 |
artikel |
28 |
Tridimensional parametric model for prediction of structural safety of existing timber roofs using laser scanner and drilling resistance tests
|
Cuartero, Jaime |
|
2019 |
185 |
C |
p. 58-67 |
artikel |
29 |
Vibration and static analysis of cracked and non-cracked non-prismatic frames by force formulation
|
Rezaiee-Pajand, Mohammad |
|
2019 |
185 |
C |
p. 106-121 |
artikel |