nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
1 |
Analytical study of flat and curved trapezoidal cold formed steel sheets by means of the yield line theory. Part 2: Curved sheets with transverse corrugations
|
Casariego, P. |
|
|
141 |
C |
p. 693-712 |
artikel |
2 |
Analytical study of flat and curved trapezoidal cold formed steel sheets by means of the yield line theory. Part 1: Flat sheets without transverse corrugations
|
Casariego, P. |
|
|
141 |
C |
p. 675-692 |
artikel |
3 |
An innovative co-rotational pointwise equilibrating polynomial element based on Timoshenko beam theory for second-order analysis
|
Tang, Yi-Qun |
|
|
141 |
C |
p. 15-27 |
artikel |
4 |
Behaviour factor evaluation of CFS shear walls with gypsum board sheathing according to FEMA P695 for Eurocodes
|
Shakeel, Sarmad |
|
|
141 |
C |
p. 194-207 |
artikel |
5 |
Behaviour of plasterboard-lined steel-framed ceiling diaphragms
|
Saifullah, Ismail |
|
|
141 |
C |
p. 1-14 |
artikel |
6 |
Bi-directional functionally graded thin-walled non-prismatic Euler beams of generic open/closed cross section Part II: Static, stability and free vibration studies
|
Rajasekaran, Sundaramoorthy |
|
|
141 |
C |
p. 646-674 |
artikel |
7 |
Bi-directional functionally graded thin-walled non-prismatic Euler beams of generic open/closed cross section Part I: Theoretical formulations
|
Rajasekaran, Sundaramoorthy |
|
|
141 |
C |
p. 627-645 |
artikel |
8 |
Block shear strength of cold-formed austenitic stainless steel (304 type) welded connection with base metal fracture
|
Lee, HooChang |
|
|
141 |
C |
p. 489-508 |
artikel |
9 |
Buckling behavior of large-scale thin-walled ellipsoidal head under internal pressure
|
Li, K. |
|
|
141 |
C |
p. 260-274 |
artikel |
10 |
Buckling behaviour of thin-walled laminated composite beams having open and closed sections subjected to axial and end moment loading
|
Asadi, Arash |
|
|
141 |
C |
p. 85-96 |
artikel |
11 |
Challenges and solutions associated with the simulation and design of cold-formed steel structural systems
|
Kyvelou, P. |
|
|
141 |
C |
p. 526-539 |
artikel |
12 |
Compressive behaviours of novel SCS sandwich composite walls with normal weight concrete
|
Yan, Jia-Bao |
|
|
141 |
C |
p. 119-132 |
artikel |
13 |
Compressive testing and numerical modelling of concrete-filled double skin CHS with austenitic stainless steel outer tubes
|
Wang, Fangying |
|
|
141 |
C |
p. 345-359 |
artikel |
14 |
Coupled thermal–structural analysis and multi-objective optimization of a cutting-type energy-absorbing structure for subway vehicles
|
Wang, Junyan |
|
|
141 |
C |
p. 360-373 |
artikel |
15 |
Cross-aisle stiffness analysis of industrial welded cold-formed steel rack upright frames
|
Roure, Francesc |
|
|
141 |
C |
p. 332-344 |
artikel |
16 |
Development of cold-formed steel moment-resisting connections with bolting friction-slip mechanism for seismic applications
|
Shahini, Marzie |
|
|
141 |
C |
p. 217-231 |
artikel |
17 |
Displacement modes of a thin-walled beam model with deformable cross sections
|
Hansen, Anders Bau |
|
|
141 |
C |
p. 576-592 |
artikel |
18 |
Editorial Board
|
|
|
|
141 |
C |
p. ii |
artikel |
19 |
Eigenvalue analysis of cylindrically curved steel panels under pure shear
|
Ljubinković, Filip |
|
|
141 |
C |
p. 447-459 |
artikel |
20 |
Exact wave propagation analysis of moderately thick Levy-type plate with piezoelectric layers using spectral element method
|
Abad, Farhad |
|
|
141 |
C |
p. 319-331 |
artikel |
21 |
Experimental evaluation of the shear buckling behaviors of corrugated webs with artificial corrosion pits
|
Wen, Zongyi |
|
|
141 |
C |
p. 251-259 |
artikel |
22 |
Experimental study of aluminium lipped channel sections subjected to web crippling under two flange load cases
|
Alsanat, Husam |
|
|
141 |
C |
p. 460-476 |
artikel |
23 |
Experimental study on beam-to-column clip angle bolted connection
|
Natesan, Vijayakumar |
|
|
141 |
C |
p. 540-553 |
artikel |
24 |
Improvements in the crushing behaviour of glass fibre-epoxy composite tubes by the addition of hollow glass particles
|
Paul, Daniel |
|
|
141 |
C |
p. 111-118 |
artikel |
25 |
Large displacement transient analysis of FGM super-elliptic shells using GDQ method
|
Akgün, Gökçe |
|
|
141 |
C |
p. 133-152 |
artikel |
26 |
Local buckling of axially compressed cylindrical shells with different boundary conditions
|
Evkin, A. |
|
|
141 |
C |
p. 374-388 |
artikel |
27 |
Low-velocity impact of rectangular multilayer sandwich plates
|
Zhang, Jianxun |
|
|
141 |
C |
p. 308-318 |
artikel |
28 |
Micromechanical matrix failure analysis for unidirectional fiber-reinforced composites
|
Chang, Xin |
|
|
141 |
C |
p. 275-282 |
artikel |
29 |
Mixed beam formulation with cross-section warping for dynamic analysis of thin-walled structures
|
Di Re, Paolo |
|
|
141 |
C |
p. 554-575 |
artikel |
30 |
Modelling of flexible metal wheels for planetary rover on deformable terrain
|
Wang, Song |
|
|
141 |
C |
p. 97-110 |
artikel |
31 |
Moment resistance of blind-bolted SHS column splice joint subjected to eccentric compression
|
Li, Guo-Qiang |
|
|
141 |
C |
p. 184-193 |
artikel |
32 |
Negative Poisson's ratio effect of re-entrant anti-trichiral honeycombs under large deformation
|
Hu, L.L. |
|
|
141 |
C |
p. 283-292 |
artikel |
33 |
Nonlinear forced vibration of pre-stressed graphene sheets subjected to a mechanical shock: An analytical study
|
Ebrahimi, Farzad |
|
|
141 |
C |
p. 293-307 |
artikel |
34 |
On the study of the effect of Lüders plateau on fracture response with cohesive zone model
|
Tu, Shengwen |
|
|
141 |
C |
p. 62-72 |
artikel |
35 |
Optimal design of thin-walled open cross-section column for maximum buckling load
|
Alam, Md Intaf |
|
|
141 |
C |
p. 423-434 |
artikel |
36 |
Performance of CFDST stub columns using high-strength steel subjected to axial compression
|
Li, Wei |
|
|
141 |
C |
p. 411-422 |
artikel |
37 |
Plastic collapse of longitudinal T-type branch plate-to-CHS connections under compression
|
Zapata, Luis M. |
|
|
141 |
C |
p. 73-84 |
artikel |
38 |
Predicting ultimate shear capacities of shear connectors under monotonic and cyclic loadings
|
Lu, Bing |
|
|
141 |
C |
p. 47-61 |
artikel |
39 |
Quasi-static impact of origami crash boxes with various profiles
|
Yuan, Lin |
|
|
141 |
C |
p. 435-446 |
artikel |
40 |
Seismic performance of beam to column connections with T-shaped slit dampers
|
Bayat, K. |
|
|
141 |
C |
p. 28-46 |
artikel |
41 |
Seismic performance of circular recycled aggregate concrete-filled steel tubular columns: FEM modelling and sensitivity analysis
|
Xu, J.J. |
|
|
141 |
C |
p. 509-525 |
artikel |
42 |
Stability and design of stainless steel structures – Review and outlook
|
Gardner, Leroy |
|
|
141 |
C |
p. 208-216 |
artikel |
43 |
Stability and failure characterization of fiber reinforced pultruded beams with different stiffening elements, part 2: Analytical and numerical studies
|
Chawla, Himanshu |
|
|
141 |
C |
p. 606-626 |
artikel |
44 |
Stability and failure characterization of fiber reinforced pultruded beams with different stiffening elements, Part I: Experimental investigation
|
Singh, S.B. |
|
|
141 |
C |
p. 593-605 |
artikel |
45 |
Stiffness design of plate/shell structures by evolutionary topology optimization
|
Li, Baotong |
|
|
141 |
C |
p. 232-250 |
artikel |
46 |
Strength design of concrete-infilled double steel corrugated-plate walls under uniform compressions
|
Zhu, Jing-Shen |
|
|
141 |
C |
p. 153-174 |
artikel |
47 |
System reliability-based criteria for the design of steel storage rack frames by advanced analysis: Part II – Reliability analysis and design applications
|
Sena Cardoso, Francisco |
|
|
141 |
C |
p. 725-739 |
artikel |
48 |
System reliability-based criteria for the design of steel storage rack frames by advanced analysis: Part I – Statistical characterisation of system strength
|
Sena Cardoso, Francisco |
|
|
141 |
C |
p. 713-724 |
artikel |
49 |
The differences in the mechanical performance of prismatic and non-prismatic beams with corrugated steel webs: A comparative research
|
Zhou, Man |
|
|
141 |
C |
p. 402-410 |
artikel |
50 |
Thermally activated iron-based shape memory alloy for strengthening metallic girders
|
Izadi, Mohammadreza |
|
|
141 |
C |
p. 389-401 |
artikel |
51 |
Welding procedures influence analysis on the residual stress distribution and distortion of stiffened panels welded via robotized FCAW
|
Rodrigues, Lino A.S. |
|
|
141 |
C |
p. 175-183 |
artikel |
52 |
Welding simulation of corrugated web girders - Part 2: Effect of manufacturing on shear buckling resistance
|
Kollár, D. |
|
|
141 |
C |
p. 477-488 |
artikel |