nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
1 |
Accounting for realistic Thermo-Hydro-Mechanical boundary conditions whilst modeling the ageing of concrete in nuclear containment buildings: Model validation and sensitivity analysis
|
Bouhjiti, D.E.-M. |
|
|
166 |
C |
p. 314-338 |
artikel |
2 |
An accurate and efficient time-domain model for simulating water-cylinder dynamic interaction during earthquakes
|
Wang, Piguang |
|
|
166 |
C |
p. 263-273 |
artikel |
3 |
A novel tension estimation approach for elastic cables by elimination of complex boundary condition effects employing mode shape functions
|
Chen, Chien-Chou |
|
|
166 |
C |
p. 152-166 |
artikel |
4 |
A novel triaxial failure model for adhesive connections in structural glass applications
|
Santarsiero, Manuel |
|
|
166 |
C |
p. 195-211 |
artikel |
5 |
A punching shear mechanical model for reinforced concrete flat slabs with and without shear reinforcement
|
Marí, Antonio |
|
|
166 |
C |
p. 413-426 |
artikel |
6 |
A response spectrum-based indicator for structural damage prediction
|
Deng, Peng |
|
|
166 |
C |
p. 546-555 |
artikel |
7 |
Behaviors of partially concrete-filled welded integral T-joints in steel truss bridges
|
Cheng, Bin |
|
|
166 |
C |
p. 16-30 |
artikel |
8 |
Bond behavior in NSM-strengthened masonry
|
Maljaee, Hamid |
|
|
166 |
C |
p. 302-313 |
artikel |
9 |
Characterization of reinforced Timber Masonry Walls in “Pombalino” buildings with dynamic tests
|
Goncalves, Ana Maria Neves |
|
|
166 |
C |
p. 93-106 |
artikel |
10 |
Composite box girder with corrugated steel webs and trusses – A new type of bridge structure
|
Chen, Yiyan |
|
|
166 |
C |
p. 354-362 |
artikel |
11 |
Computational assessment of the seismic behavior of steel stairs
|
Wang, X. |
|
|
166 |
C |
p. 376-386 |
artikel |
12 |
Cyclic behavior modeling of reinforced concrete shear walls based on softened damage-plasticity model
|
Feng, De-Cheng |
|
|
166 |
C |
p. 363-375 |
artikel |
13 |
Dynamic eccentricities and the “capable near collapse centre of stiffness” of reinforced concrete single-storey buildings in pushover analysis
|
Bakalis, Athanasios P. |
|
|
166 |
C |
p. 62-78 |
artikel |
14 |
Dynamics of transversally vibrating non-prismatic Timoshenko cantilever beams
|
Navadeh, N. |
|
|
166 |
C |
p. 511-525 |
artikel |
15 |
Editorial Board
|
|
|
|
166 |
C |
p. ii |
artikel |
16 |
Effect of vessel base rotation on the seismic behaviour of conical shaped steel liquid storage tanks
|
Musa, Ahmed |
|
|
166 |
C |
p. 454-471 |
artikel |
17 |
Effects of seismic sequences on masonry structures
|
Rinaldin, Giovanni |
|
|
166 |
C |
p. 227-239 |
artikel |
18 |
Experimental and numerical studies of instability mechanism and load resistance of rhombic grid hyperboloid-latticed shells under vertical load
|
Guo, Yan-Lin |
|
|
166 |
C |
p. 167-186 |
artikel |
19 |
Experimental investigation of reciprocally supported element (RSE) lattice honeycomb domes structural behaviour
|
Rizzuto, J.P. |
|
|
166 |
C |
p. 496-510 |
artikel |
20 |
Fatigue behavior of steel reinforced concrete (SRC) beams with different shear span-to-depth ratios
|
Tong, Lewei |
|
|
166 |
C |
p. 339-353 |
artikel |
21 |
Fatigue life evaluation of a composite steel-concrete roadway bridge through the hot-spot stress method considering progressive pavement deterioration
|
Alencar, Guilherme |
|
|
166 |
C |
p. 46-61 |
artikel |
22 |
Finding member connectivities and nodal positions of tensegrity structures based on force density method and mixed integer nonlinear programming
|
Xu, Xian |
|
|
166 |
C |
p. 240-250 |
artikel |
23 |
Flexural behavior and size effect of normal-strength RC columns under monotonic horizontal loading
|
Xie, Yongping |
|
|
166 |
C |
p. 251-262 |
artikel |
24 |
Flexural-strengthening efficiency of cfrp sheets for unbonded post-tensioned concrete T-beams
|
Nguyen-Minh, Long |
|
|
166 |
C |
p. 1-15 |
artikel |
25 |
Input space dependent controller for civil structures exposed to multi-hazard excitations
|
Cao, Liang |
|
|
166 |
C |
p. 286-301 |
artikel |
26 |
Numerical simulation and shear resistance of reinforced concrete beams under impact
|
Zhao, De-Bo |
|
|
166 |
C |
p. 387-401 |
artikel |
27 |
Performance of rubberised reinforced concrete members under cyclic loading
|
Elghazouli, A.Y. |
|
|
166 |
C |
p. 526-545 |
artikel |
28 |
Plastic analysis and performance-based design of coupled steel plate shear walls
|
Safari Gorji, Meisam |
|
|
166 |
C |
p. 472-484 |
artikel |
29 |
Post-earthquake assessment of buildings damage using fuzzy logic
|
Allali, Sid Ahmed |
|
|
166 |
C |
p. 117-127 |
artikel |
30 |
Probabilistic fatigue damage assessment of coastal slender bridges under coupled dynamic loads
|
Zhu, J. |
|
|
166 |
C |
p. 274-285 |
artikel |
31 |
Reliability analyses of RC bridge piers subjected to barge impact using efficient models
|
Wang, W. |
|
|
166 |
C |
p. 485-495 |
artikel |
32 |
Reliability assessment and updating of notched timber components subjected to environmental and mechanical loading
|
Tran, T.-B. |
|
|
166 |
C |
p. 107-116 |
artikel |
33 |
Seismic behavior comparison of reinforced concrete interior beam-column joints based on different loading methods
|
Yang, Hong |
|
|
166 |
C |
p. 31-45 |
artikel |
34 |
Seismic performance of precast concrete bridge columns with quasi-static cyclic shear test for high seismic zones
|
Li, Tiantian |
|
|
166 |
C |
p. 441-453 |
artikel |
35 |
Strength of steel and aluminium alloy ship plating under combined shear and compression/tension
|
Syrigou, M.S. |
|
|
166 |
C |
p. 128-141 |
artikel |
36 |
Structural Health Monitoring with dependence on non-harmonic periodic hidden covariates
|
Nguyen, L.H. |
|
|
166 |
C |
p. 187-194 |
artikel |
37 |
Study on design formula of shear capacity of RC beams reinforced by CFRP grid with PCM shotcrete method
|
Guo, Rui |
|
|
166 |
C |
p. 427-440 |
artikel |
38 |
System reliability-based Direct Design Method for space frames with cold–formed steel hollow sections
|
Liu, Wenyu |
|
|
166 |
C |
p. 79-92 |
artikel |
39 |
The lateral load resistance of unclassified cross-laminated timber walls: Experimental tests and theoretical approach
|
Wadi, H. |
|
|
166 |
C |
p. 402-412 |
artikel |
40 |
Use of analytical lateral-axial strain relation in FE analysis of axially loaded rectangular CFST columns
|
Ouyang, Y. |
|
|
166 |
C |
p. 142-151 |
artikel |
41 |
Use of explicit FEM models for the structural and parametrical analysis of rockfall protection barriers
|
Castanon-Jano, Laura |
|
|
166 |
C |
p. 212-226 |
artikel |