nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
1 |
Advanced approaches to calculate recovery length and force redistribution in semi-parallel wire cables with broken wires
|
Yu, Yujie |
|
2017 |
131 |
C |
p. 44-56 13 p. |
artikel |
2 |
A higher-order equation for modeling strand bond in pretensioned concrete beams
|
Ramirez-Garcia, Alberto T. |
|
2017 |
131 |
C |
p. 345-361 17 p. |
artikel |
3 |
A method for performing efficient parametric dynamic analyses in large finite element models undergoing structural modifications
|
Herrada, F.J. |
|
2017 |
131 |
C |
p. 625-638 14 p. |
artikel |
4 |
A nonlinear model for multilayered rubber isolators based on a co-rotational formulation
|
Maureira, N. |
|
2017 |
131 |
C |
p. 1-13 13 p. |
artikel |
5 |
Application of the endurance time method to the seismic analysis and evaluation of highway bridges considering pounding effects
|
Guo, Anxin |
|
2017 |
131 |
C |
p. 220-230 11 p. |
artikel |
6 |
A two-dimensional IB-LBM framework combined with re-tailored RCVM for assessing the rotation intensity of a tornadic wind over a building configuration
|
Guo, Xixiong |
|
2017 |
131 |
C |
p. 57-68 12 p. |
artikel |
7 |
Behaviour of hybrid timber beam-to-tubular steel column moment connections
|
Karagiannis, V. |
|
2017 |
131 |
C |
p. 243-263 21 p. |
artikel |
8 |
Bond strength and development length of steel bar in unconfined self-consolidating concrete
|
Mousavi, S.S. |
|
2017 |
131 |
C |
p. 587-598 12 p. |
artikel |
9 |
Column-wall failure mode of steel moment connection with inner diaphragm and catenary mechanism
|
Li, Ling |
|
2017 |
131 |
C |
p. 553-563 11 p. |
artikel |
10 |
Comprehensive stress-strain model of square steel tube stub columns under compression
|
Zhao, Hua |
|
2017 |
131 |
C |
p. 503-512 10 p. |
artikel |
11 |
Concentrically loaded slender square hollow and composite columns incorporating high strength properties
|
Khan, M. |
|
2017 |
131 |
C |
p. 69-89 21 p. |
artikel |
12 |
Connection stiffness identification of historic timber buildings using Temperature-based sensitivity analysis
|
Lyu, Mengning |
|
2017 |
131 |
C |
p. 180-191 12 p. |
artikel |
13 |
Cyclic behavior of concrete columns reinforced with partially unbonded hybrid
|
Ibrahim, Adam I. |
|
2017 |
131 |
C |
p. 311-323 13 p. |
artikel |
14 |
Deflection of in-span hinges in prestressed concrete box girder bridges during construction
|
Akl, Ahmed |
|
2017 |
131 |
C |
p. 293-310 18 p. |
artikel |
15 |
Detection of member overall buckling in civil space grid structures based on deviation in normal strain along the member
|
Yan, Guirong |
|
2017 |
131 |
C |
p. 599-613 15 p. |
artikel |
16 |
Dynamic behaviour of steel-concrete composite beams retrofitted with various bolted shear connectors
|
Henderson, I.E.J. |
|
2017 |
131 |
C |
p. 115-135 21 p. |
artikel |
17 |
Editorial Board
|
|
|
2017 |
131 |
C |
p. IFC- 1 p. |
artikel |
18 |
Experimental and analytical studies of a novel aluminum foam filled energy absorption connector under quasi-static compression loading
|
Wang, Yonghui |
|
2017 |
131 |
C |
p. 136-147 12 p. |
artikel |
19 |
Experimental investigation of shear strength of full-scale concrete slabs subjected to concentrated loads in nuclear buildings
|
Bui, T.T. |
|
2017 |
131 |
C |
p. 405-420 16 p. |
artikel |
20 |
Experimental investigation on continuous reinforced SCC deep beams and Comparisons with Code provisions and models
|
Khatab, M.A.T. |
|
2017 |
131 |
C |
p. 264-274 11 p. |
artikel |
21 |
Experimental investigation on the flexural behavior of steel-concrete composite beams with U-shaped steel girders and angle connectors
|
Liu, Yong |
|
2017 |
131 |
C |
p. 492-502 11 p. |
artikel |
22 |
Experimental study of the punching shear behavior of high performance steel fiber reinforced concrete slabs considering casting directions
|
Nguyen, Thuc N. |
|
2017 |
131 |
C |
p. 564-573 10 p. |
artikel |
23 |
Experimental study on crack width and crack spacing for Glass-FRP reinforced concrete beams
|
Barris, C. |
|
2017 |
131 |
C |
p. 231-242 12 p. |
artikel |
24 |
Experimental study on seismic behavior of high strength steel frames: Global response
|
Hu, Fangxin |
|
2017 |
131 |
C |
p. 163-179 17 p. |
artikel |
25 |
Flow-type landslide fragility of reinforced concrete framed buildings
|
Parisi, Fulvio |
|
2017 |
131 |
C |
p. 28-43 16 p. |
artikel |
26 |
Full-scale load tests of Pearl-Chain arches
|
Halding, Philip S. |
|
2017 |
131 |
C |
p. 101-114 14 p. |
artikel |
27 |
Instantaneous deflection calculation for steel fibre reinforced concrete one way members
|
Amin, Ali |
|
2017 |
131 |
C |
p. 438-445 8 p. |
artikel |
28 |
Investigation of the added mass method for seismic design of lock gates
|
Buldgen, Loïc |
|
2017 |
131 |
C |
p. 380-393 14 p. |
artikel |
29 |
Locating delaminations in laminated composite beams using nonlinear guided waves
|
Soleimanpour, Reza |
|
2017 |
131 |
C |
p. 207-219 13 p. |
artikel |
30 |
Modelling plastic hinge of FRP-confined RC columns
|
Yuan, Fang |
|
2017 |
131 |
C |
p. 651-668 18 p. |
artikel |
31 |
Nonlinear analysis of circular double-skin concrete-filled steel tubular columns under axial compression
|
Liang, Qing Quan |
|
2017 |
131 |
C |
p. 639-650 12 p. |
artikel |
32 |
Numerical analysis and design of slender concrete-filled elliptical hollow section columns and beam-columns
|
Qiu, W. |
|
2017 |
131 |
C |
p. 90-100 11 p. |
artikel |
33 |
Numerical investigations of repairable dissipative bolted fuses for earthquake resistant composite steel frames
|
Valente, Marco |
|
2017 |
131 |
C |
p. 275-292 18 p. |
artikel |
34 |
Probabilistic damage identification of a designed 9-story building using modal data in the presence of modeling errors
|
Behmanesh, Iman |
|
2017 |
131 |
C |
p. 542-552 11 p. |
artikel |
35 |
Seismic behavior of special truss moment frame with double hollow structural sections as chord members
|
Simasathien, Sanputt |
|
2017 |
131 |
C |
p. 14-27 14 p. |
artikel |
36 |
Seismic damage assessment of RC structures under shaking table tests using the modified direct stiffness calculation method
|
Yang, Y. |
|
2017 |
131 |
C |
p. 574-586 13 p. |
artikel |
37 |
Seismic performance assessment of blind bolted steel-concrete composite joints based on pseudo-dynamic testing
|
Wang, Jingfeng |
|
2017 |
131 |
C |
p. 192-206 15 p. |
artikel |
38 |
Seismic performance of a new through rib stiffener beam connection to concrete-filled steel tubular columns: An experimental study
|
Zeinizadeh Jeddi, Mahdi |
|
2017 |
131 |
C |
p. 477-491 15 p. |
artikel |
39 |
Strain measurements and analyses around the bolt holes of structural steel plate connections using full-field measurements
|
Toussaint, E. |
|
2017 |
131 |
C |
p. 148-162 15 p. |
artikel |
40 |
Strategies for enhancing fire performance of steel bridges
|
Kodur, Venkatesh K. |
|
2017 |
131 |
C |
p. 446-458 13 p. |
artikel |
41 |
Strength and stiffness of timber joints with very high strength steel dowels
|
Sandhaas, Carmen |
|
2017 |
131 |
C |
p. 394-404 11 p. |
artikel |
42 |
Structural behaviour and design of dowel groups Experimental and numerical identification of stress states and failure mechanisms of the surrounding timber matrix
|
Hochreiner, G. |
|
2017 |
131 |
C |
p. 421-437 17 p. |
artikel |
43 |
Testing and modelling the in-plane seismic response of clay brick masonry walls with boundary columns made of precast concrete interlocking blocks
|
Wang, Guojue |
|
2017 |
131 |
C |
p. 513-529 17 p. |
artikel |
44 |
Thermal and mechanical analysis of thermal break with end-plate for attached steel structures
|
Ben Larbi, A. |
|
2017 |
131 |
C |
p. 362-379 18 p. |
artikel |
45 |
The role of masonry infills on the damage response of R/C buildings subjected to seismic sequences
|
Morfidis, Konstantinos |
|
2017 |
131 |
C |
p. 459-476 18 p. |
artikel |
46 |
Topology optimization of geometrically nonlinear trusses with spurious eigenmodes control
|
Li, Lei |
|
2017 |
131 |
C |
p. 324-344 21 p. |
artikel |
47 |
Unbonded brickwork for the protection of infills from seismic damage
|
Palios, Xenophon |
|
2017 |
131 |
C |
p. 614-624 11 p. |
artikel |
48 |
Verification of structural elements made of FRC only: A critical discussion and proposal of a novel analytical method
|
Facconi, Luca |
|
2017 |
131 |
C |
p. 530-541 12 p. |
artikel |