nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
1 |
Application of seismic isolation technique to partially filled conical elevated tanks
|
Moslemi, Mehdi |
|
2016 |
127 |
C |
p. 663-675 13 p. |
artikel |
2 |
A probabilistic approach for quantitative identification of multiple delaminations in laminated composite beams using guided waves
|
He, Shuai |
|
2016 |
127 |
C |
p. 602-614 13 p. |
artikel |
3 |
Assessment of the structural performance of corrosion-affected RC members based on experimental study and probabilistic modeling
|
Lim, Sopokhem |
|
2016 |
127 |
C |
p. 189-205 17 p. |
artikel |
4 |
A stochastic averaging-based optimal control method for nonlinear systems: Application to a building with soil-structure interactions
|
El-Khoury, Omar |
|
2016 |
127 |
C |
p. 635-644 10 p. |
artikel |
5 |
Bayesian-network-based system identification of spatial distribution of structural parameters
|
Lee, Se-Hyeok |
|
2016 |
127 |
C |
p. 260-277 18 p. |
artikel |
6 |
Beam-column joints in continuous RC frames: Comparison between cast-in-situ and precast solutions
|
Breccolotti, Marco |
|
2016 |
127 |
C |
p. 129-144 16 p. |
artikel |
7 |
Blast response of sandwich beams with thin-walled tubes as core
|
Xiang, X.M. |
|
2016 |
127 |
C |
p. 40-48 9 p. |
artikel |
8 |
Bond stress-slip relationship of oil palm shell lightweight concrete
|
Mo, Kim Hung |
|
2016 |
127 |
C |
p. 319-330 12 p. |
artikel |
9 |
CFRP strengthened RC beams with pre-strengthening non-uniform reinforcement corrosion subjected to post-strengthening wetting/drying cycles
|
Zhang, Dawei |
|
2016 |
127 |
C |
p. 331-343 13 p. |
artikel |
10 |
Closed-form approximations of interaction diagrams for assessment and design of reinforced concrete columns and concrete-filled steel tubes with circular cross-section
|
Trentadue, Francesco |
|
2016 |
127 |
C |
p. 594-601 8 p. |
artikel |
11 |
Collapse analysis of high-rise steel moment frames incorporating deterioration effects of column axial force – bending moment interaction
|
Bai, Yongtao |
|
2016 |
127 |
C |
p. 402-415 14 p. |
artikel |
12 |
Column buckling tests of hot-rolled concrete filled square hollow sections of mild to high strength steel
|
Dundu, M. |
|
2016 |
127 |
C |
p. 73-85 13 p. |
artikel |
13 |
Concrete strains under transient thermal conditions: A state-of-the-art review
|
Torelli, Giacomo |
|
2016 |
127 |
C |
p. 172-188 17 p. |
artikel |
14 |
Consideration of diaphragm flexibility in the seismic design of one-story buildings
|
Mortazavi, Pedram |
|
2016 |
127 |
C |
p. 748-758 11 p. |
artikel |
15 |
Cyclic loading tests on concrete-filled double-skin (SHS outer and CHS inner) stainless steel tubular beam-columns
|
Zhou, Feng |
|
2016 |
127 |
C |
p. 304-318 15 p. |
artikel |
16 |
Cyclic shear behavior of composite walls with encased steel braces
|
Ji, Xiaodong |
|
2016 |
127 |
C |
p. 117-128 12 p. |
artikel |
17 |
Damage detection in a precast structure subjected to an earthquake: A numerical approach
|
Pierdicca, A. |
|
2016 |
127 |
C |
p. 447-458 12 p. |
artikel |
18 |
Damage state identification for reinforced concrete columns in uplift due to internal building detonations
|
Wijesundara, Lakshitha M.G. |
|
2016 |
127 |
C |
p. 804-823 20 p. |
artikel |
19 |
Design component and system reliability in a low-rise cold formed steel framed commercial building
|
Smith, B.H. |
|
2016 |
127 |
C |
p. 434-446 13 p. |
artikel |
20 |
Development and experimental verification of a pre-pressed spring self-centering energy dissipation brace
|
Xu, Long-He |
|
2016 |
127 |
C |
p. 49-61 13 p. |
artikel |
21 |
Dynamic response of cable-stayed bridge under blast load
|
Hashemi, S.K. |
|
2016 |
127 |
C |
p. 719-736 18 p. |
artikel |
22 |
Dynamic testing of as-built clay brick unreinforced masonry parapets
|
Giaretton, Marta |
|
2016 |
127 |
C |
p. 676-685 10 p. |
artikel |
23 |
Editorial Board
|
|
|
2016 |
127 |
C |
p. IFC- 1 p. |
artikel |
24 |
Effect of dynamic impact at modular bridge expansion joints on bridge design
|
Ding, Yong |
|
2016 |
127 |
C |
p. 645-662 18 p. |
artikel |
25 |
Enhancing the confinement of ultra-high-strength concrete columns using headed crossties
|
Shin, Hyun-Oh |
|
2016 |
127 |
C |
p. 86-100 15 p. |
artikel |
26 |
Enhancing the performance of UHSC columns intersected by weaker slabs
|
Shin, Hyun-Oh |
|
2016 |
127 |
C |
p. 359-373 15 p. |
artikel |
27 |
Equivalent computational models and deflection calculation methods of box girders with corrugated steel webs
|
Zhou, Man |
|
2016 |
127 |
C |
p. 615-634 20 p. |
artikel |
28 |
Evaluation of an alternative seismic design approach for rigid wall flexible wood roof diaphragm buildings through probabilistic loss estimation and disaggregation
|
Koliou, Maria |
|
2016 |
127 |
C |
p. 31-39 9 p. |
artikel |
29 |
Experimental and numerical investigation of the shear behavior of steel-plate composite (SC) beams without shear reinforcement
|
Sener, Kadir C. |
|
2016 |
127 |
C |
p. 495-509 15 p. |
artikel |
30 |
Experimental and numerical study of a RC member under a close-in blast loading
|
Codina, Ramón |
|
2016 |
127 |
C |
p. 145-158 14 p. |
artikel |
31 |
Experimental study of an in-service spread slab beam bridge
|
Jiang, Dongqi |
|
2016 |
127 |
C |
p. 525-535 11 p. |
artikel |
32 |
Experimental study of flexural fatigue performance of reinforced concrete beams strengthened with prestressed CFRP plates
|
Peng, Hui |
|
2016 |
127 |
C |
p. 62-72 11 p. |
artikel |
33 |
Experimental study on concrete beams reinforced with pseudoelastic Ni-Ti continuous rectangular spiral reinforcement failing in shear
|
Mas, Benito |
|
2016 |
127 |
C |
p. 759-768 10 p. |
artikel |
34 |
Finite element modelling of 1D steel components in reinforced and prestressed concrete structures
|
Llau, Antoine |
|
2016 |
127 |
C |
p. 769-783 15 p. |
artikel |
35 |
Flexural behavior of RC beams strengthened with steel-FRCM composite
|
Sneed, Lesley H. |
|
2016 |
127 |
C |
p. 686-699 14 p. |
artikel |
36 |
Grouted sleeve connections used in precast reinforced concrete construction – Experimental investigation of a column-to-column joint
|
Tullini, Nerio |
|
2016 |
127 |
C |
p. 784-803 20 p. |
artikel |
37 |
Impact of the reinforcement layout on the load capacity of reinforced concrete half-joints
|
Desnerck, Pieter |
|
2016 |
127 |
C |
p. 227-239 13 p. |
artikel |
38 |
Influence of geometric imperfections on the ultimate strength of the double bottom of a Suezmax tanker
|
Estefen, Segen F. |
|
2016 |
127 |
C |
p. 287-303 17 p. |
artikel |
39 |
Influence of modelling of steel link beams on the seismic response of EBFs
|
Bosco, Melina |
|
2016 |
127 |
C |
p. 459-474 16 p. |
artikel |
40 |
Inverse analysis of masonry arch bridges for damaged condition investigation: Application on Kakodiki bridge
|
Conde, B. |
|
2016 |
127 |
C |
p. 388-401 14 p. |
artikel |
41 |
Laser-welded stainless steel I-sections: Residual stress measurements and column buckling tests
|
Gardner, Leroy |
|
2016 |
127 |
C |
p. 536-548 13 p. |
artikel |
42 |
Longitudinal force on transmission towers due to non-symmetric downburst conductor loads
|
Elawady, Amal |
|
2016 |
127 |
C |
p. 206-226 21 p. |
artikel |
43 |
Long-term performance of prestressed concrete bridges under the intertwined effects of concrete damage, static creep and traffic-induced cyclic creep
|
Tong, Teng |
|
2016 |
127 |
C |
p. 510-524 15 p. |
artikel |
44 |
Modeling floor systems for collapse analysis
|
Wan, Chen |
|
2016 |
127 |
C |
p. 278-286 9 p. |
artikel |
45 |
Numerical and experimental investigations of hot driven riveting process on old metal structures
|
Lepretre, E. |
|
2016 |
127 |
C |
p. 583-593 11 p. |
artikel |
46 |
Numerical strategies for damage assessment of reinforced concrete block walls subjected to blast risk
|
Campidelli, M. |
|
2016 |
127 |
C |
p. 559-582 24 p. |
artikel |
47 |
Prediction of fatigue life of welded details in cable-stayed orthotropic steel deck bridges
|
Yan, Fei |
|
2016 |
127 |
C |
p. 344-358 15 p. |
artikel |
48 |
Pretension simulation and experiment of a negative Gaussian curvature cable dome
|
Guo, Jiamin |
|
2016 |
127 |
C |
p. 737-747 11 p. |
artikel |
49 |
Probabilistic prediction of the failure mode of the Ruytenschildt Bridge
|
Lantsoght, Eva O.L. |
|
2016 |
127 |
C |
p. 549-558 10 p. |
artikel |
50 |
Proposed modeling approach of welding procedures for heavy steel plates
|
Ibrahim, Omar A. |
|
2016 |
127 |
C |
p. 18-30 13 p. |
artikel |
51 |
Residual load capacity of corroded reinforced concrete beam undergoing bond failure
|
Dong, Wei |
|
2016 |
127 |
C |
p. 159-171 13 p. |
artikel |
52 |
Safety levels of the traditional strength design of RC slabs under bending and torsion
|
Gil-Martín, L.M. |
|
2016 |
127 |
C |
p. 374-387 14 p. |
artikel |
53 |
Shear strength expression for partially grouted masonry walls
|
Bolhassani, M. |
|
2016 |
127 |
C |
p. 475-494 20 p. |
artikel |
54 |
Shear strength prediction for steel fiber reinforced concrete beams without stirrups
|
Zhang, Fasheng |
|
2016 |
127 |
C |
p. 101-116 16 p. |
artikel |
55 |
Static load testing with temperature compensation for structural health monitoring of bridges
|
Nguyen, Viet Ha |
|
2016 |
127 |
C |
p. 700-718 19 p. |
artikel |
56 |
Stress-level buffeting analysis of a long-span cable-stayed bridge with a twin-box deck under distributed wind loads
|
Zhu, Q. |
|
2016 |
127 |
C |
p. 416-433 18 p. |
artikel |
57 |
Suitability of using the torsional amplification factor to amplify accidental torsion
|
Lin, Jui-Liang |
|
2016 |
127 |
C |
p. 1-17 17 p. |
artikel |
58 |
U.l.S. 3D domain of rectangular cross-sections in r.c. subject to shear and torsion
|
Beninato, Francesco |
|
2016 |
127 |
C |
p. 240-259 20 p. |
artikel |