| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A Discrete Macro-Element Method (DMEM) for the nonlinear structural assessment of masonry arches
|
Cannizzaro, F.
|
|
2018
|
168 |
C |
p. 243-256
|
artikel
|
| 2 |
A framework for estimating immediate interdependent functionality reduction of a steel hospital following a seismic event
|
Hassan, Emad M.
|
|
2018
|
168 |
C |
p. 669-683
|
artikel
|
| 3 |
Aftershock fragility assessment of steel moment frames with self-centering dampers
|
Silwal, Baikuntha
|
|
2018
|
168 |
C |
p. 12-22
|
artikel
|
| 4 |
A localized lagrange multipliers approach for the problem of vehicle-bridge-interaction
|
Zeng, Qing
|
|
2018
|
168 |
C |
p. 82-92
|
artikel
|
| 5 |
Analytical model for seismic simulation of reinforced concrete coupled shear walls
|
Ding, Ran
|
|
2018
|
168 |
C |
p. 819-837
|
artikel
|
| 6 |
Analytical, numerical and experimental assessment of vibration performance in timber floors
|
Casagrande, Daniele
|
|
2018
|
168 |
C |
p. 748-758
|
artikel
|
| 7 |
Analytical study of third-mode lateral thermal buckling for unburied subsea pipelines with sleeper
|
Wang, Zhenkui
|
|
2018
|
168 |
C |
p. 447-461
|
artikel
|
| 8 |
A robust frame element with cyclic plasticity and local joint effects
|
Tidemann, Lasse
|
|
2018
|
168 |
C |
p. 191-204
|
artikel
|
| 9 |
Assessment of failure and cohesive zone length in co-consolidated hybrid C/PEKK butt joint
|
Baran, Ismet
|
|
2018
|
168 |
C |
p. 420-430
|
artikel
|
| 10 |
A validated numerical model for predicting the in-plane seismic response of lightly reinforced, low-aspect ratio reinforced concrete shear walls
|
Epackachi, Siamak
|
|
2018
|
168 |
C |
p. 589-611
|
artikel
|
| 11 |
Behavior of cross-laminated timber diaphragm connections with self-tapping screws
|
Sullivan, Kyle
|
|
2018
|
168 |
C |
p. 505-524
|
artikel
|
| 12 |
Bonding behavior of CFRP grid-concrete with PCM shotcrete
|
Guo, Rui
|
|
2018
|
168 |
C |
p. 333-345
|
artikel
|
| 13 |
Buckling analysis and design proposal for 2-side supported double Insulated Glass Units (IGUs) in compression
|
Bedon, Chiara
|
|
2018
|
168 |
C |
p. 23-34
|
artikel
|
| 14 |
Compressive behavior of FRP externally wrapped R.C. column with buckling effects of longitudinal bars
|
Campione, G.
|
|
2018
|
168 |
C |
p. 809-818
|
artikel
|
| 15 |
Cross-laminated timber connections assembled with a combination of screws in withdrawal and screws in shear
|
Hossain, Afrin
|
|
2018
|
168 |
C |
p. 1-11
|
artikel
|
| 16 |
Cyclic loading testing of repaired SMA and steel reinforced concrete shear walls
|
Cortés-Puentes, Leonardo
|
|
2018
|
168 |
C |
p. 128-141
|
artikel
|
| 17 |
Design sensitivity analysis for optimal design of geometrically nonlinear lattice structures
|
Fu, Ji-Yang
|
|
2018
|
168 |
C |
p. 915-928
|
artikel
|
| 18 |
Detailed micro-modelling of the direct shear tests of brick masonry specimens: The role of dilatancy
|
Andreotti, G.
|
|
2018
|
168 |
C |
p. 929-949
|
artikel
|
| 19 |
Deterioration of shear behavior of corroded reinforced concrete beams
|
Ye, Zhiwen
|
|
2018
|
168 |
C |
p. 708-720
|
artikel
|
| 20 |
Development of a procedure for the structural design of roller coaster structures: The supporting structures
|
Braccesi, C.
|
|
2018
|
168 |
C |
p. 643-652
|
artikel
|
| 21 |
Direct displacement-based seismic design of flexible-base structures subjected to pulse-like ground motions
|
Lu, Yang
|
|
2018
|
168 |
C |
p. 276-289
|
artikel
|
| 22 |
Ductility of RC beams under torsion
|
Teixeira, M.M.
|
|
2018
|
168 |
C |
p. 759-769
|
artikel
|
| 23 |
Durability of GFRP-concrete adhesively bonded connections: Experimental and numerical studies
|
A. Gonilha, José
|
|
2018
|
168 |
C |
p. 784-798
|
artikel
|
| 24 |
Dynamic behaviour of axially-loaded RC columns under horizontal impact loading
|
Cai, Jian
|
|
2018
|
168 |
C |
p. 684-697
|
artikel
|
| 25 |
Dynamic response of a damaged masonry rail viaduct: Measurement and interpretation
|
Acikgoz, Sinan
|
|
2018
|
168 |
C |
p. 544-558
|
artikel
|
| 26 |
Editorial Board
|
|
|
2018
|
168 |
C |
p. ii
|
artikel
|
| 27 |
Effect of shear span-to-depth ratio on shear strength components of RC beams
|
Hu, Biao
|
|
2018
|
168 |
C |
p. 770-783
|
artikel
|
| 28 |
Experimental and numerical investigation on the dynamic response of steel chamber under internal blast
|
Yao, Shujian
|
|
2018
|
168 |
C |
p. 877-888
|
artikel
|
| 29 |
Experimental investigation of the seismic performance of bridge models with conventional and rocking pile group foundations
|
Guan, Zhongguo
|
|
2018
|
168 |
C |
p. 889-902
|
artikel
|
| 30 |
Experimental investigation on shear behavior of steel beam-to-CFST column connections with irregular panel zone
|
Mou, Ben
|
|
2018
|
168 |
C |
p. 487-504
|
artikel
|
| 31 |
Experimental lateral-torsional buckling behaviour of web tapered I-section steel beams
|
Tankova, Trayana
|
|
2018
|
168 |
C |
p. 355-370
|
artikel
|
| 32 |
Fatigue performance of orthogonally reinforced concrete slabs: Experimental investigation
|
Spathelf, C.A.
|
|
2018
|
168 |
C |
p. 69-81
|
artikel
|
| 33 |
Fatigue performance of RC beams strengthened with self-prestressed iron-based shape memory alloys
|
Rojob, Hothifa
|
|
2018
|
168 |
C |
p. 35-43
|
artikel
|
| 34 |
Finite element modelling of an innovative passive energy dissipation device for seismic hazard mitigation
|
Titirla, Magdalini D.
|
|
2018
|
168 |
C |
p. 218-228
|
artikel
|
| 35 |
Flexural behaviour of precast segmental concrete beams internally prestressed with unbonded CFRP tendons under four-point loading
|
Le, Tan D.
|
|
2018
|
168 |
C |
p. 371-383
|
artikel
|
| 36 |
Flexural capacity model for RC beams strengthened with bolted side-plates incorporating both partial longitudinal and transverse interactions
|
Shan, Z.W.
|
|
2018
|
168 |
C |
p. 44-57
|
artikel
|
| 37 |
Force-based seismic design of mixed CLT/Light-Frame buildings
|
Follesa, M.
|
|
2018
|
168 |
C |
p. 628-642
|
artikel
|
| 38 |
Four high performance nonproprietary concrete deck configurations for movable bridges
|
Baghi, Hadi
|
|
2018
|
168 |
C |
p. 559-575
|
artikel
|
| 39 |
Global shape optimization of free-form cable-stiffened latticed shell based on local optimal solutions
|
Wang, Hao
|
|
2018
|
168 |
C |
p. 576-588
|
artikel
|
| 40 |
Hencky bar-net model for buckling and vibration analyses of rectangular plates with non-uniform thickness
|
Ruocco, E.
|
|
2018
|
168 |
C |
p. 653-668
|
artikel
|
| 41 |
Horizontal seismic force demands on nonstructural components in low-rise steel building frames with tension-only braces
|
Hou, Hetao
|
|
2018
|
168 |
C |
p. 852-864
|
artikel
|
| 42 |
Improved model for human induced vibrations of high-frequency floors
|
Mohammed, A.S.
|
|
2018
|
168 |
C |
p. 950-966
|
artikel
|
| 43 |
Influence of construction method on the load bearing capacity of skew masonry arches
|
Forgács, Tamás
|
|
2018
|
168 |
C |
p. 612-627
|
artikel
|
| 44 |
In-plane behaviour and damage assessment of masonry infills with hollow clay bricks in RC frames
|
De Risi, Maria Teresa
|
|
2018
|
168 |
C |
p. 257-275
|
artikel
|
| 45 |
Local buckling of steel plates in concrete-filled steel tubular columns at elevated temperatures
|
Kamil, Ghanim Mohammed
|
|
2018
|
168 |
C |
p. 108-118
|
artikel
|
| 46 |
Low-cycle fatigue life of a thermal break system under climatic actions
|
Keo, Pisey
|
|
2018
|
168 |
C |
p. 525-543
|
artikel
|
| 47 |
New analytical calculation models for compressive arch action in reinforced concrete structures
|
Lu, Xinzheng
|
|
2018
|
168 |
C |
p. 721-735
|
artikel
|
| 48 |
Nonlinear modeling of MDOF structures equipped with viscoelastic dampers with strain, temperature and frequency-dependent properties
|
Ghaemmaghami, Amir Reza
|
|
2018
|
168 |
C |
p. 903-914
|
artikel
|
| 49 |
Numerical assessment of ultimate strength of severe corroded stiffened plates
|
Woloszyk, K.
|
|
2018
|
168 |
C |
p. 346-354
|
artikel
|
| 50 |
Numerical simulation of high strength circular double-skin concrete-filled steel tubular slender columns
|
Liang, Qing Quan
|
|
2018
|
168 |
C |
p. 205-217
|
artikel
|
| 51 |
Optimal seismic retrofitted RC column distribution for an existing school building
|
Seo, Hyunsu
|
|
2018
|
168 |
C |
p. 399-404
|
artikel
|
| 52 |
Performance-based framework for evaluating the flexural response of precast concrete wall panels to blast loading
|
Gombeda, Matthew J.
|
|
2018
|
168 |
C |
p. 473-486
|
artikel
|
| 53 |
Porous and geometry-resolved CFD modelling of a lattice transmission tower validated by drag force and flow field measurements
|
Allegrini, Jonas
|
|
2018
|
168 |
C |
p. 462-472
|
artikel
|
| 54 |
Post-fire seismic behavior of reinforced concrete structural walls
|
Ni, Shuna
|
|
2018
|
168 |
C |
p. 163-178
|
artikel
|
| 55 |
Predicting the fire performance of LSF walls made of web stiffened channel sections
|
Dias, Yomal
|
|
2018
|
168 |
C |
p. 320-332
|
artikel
|
| 56 |
Quasi-far-field blast responses of hierarchical orthogrid-stiffened sheet molding compound (SMC) protective door structures
|
Zhao, Zheng
|
|
2018
|
168 |
C |
p. 431-446
|
artikel
|
| 57 |
Reliability analysis of circular reinforced concrete columns subject to sequential vehicular impact and blast loading
|
Thomas, R.J.
|
|
2018
|
168 |
C |
p. 838-851
|
artikel
|
| 58 |
Reliability-based design optimization of a vehicular live load model
|
Kamjoo, Vahid
|
|
2018
|
168 |
C |
p. 799-808
|
artikel
|
| 59 |
Response and fragility assessment of bridge columns subjected to barge-bridge collision and scour
|
Kameshwar, Sabarethinam
|
|
2018
|
168 |
C |
p. 308-319
|
artikel
|
| 60 |
Seismic assessment and loss estimation of existing school buildings in Italy
|
O'Reilly, Gerard J.
|
|
2018
|
168 |
C |
p. 142-162
|
artikel
|
| 61 |
Seismic behavior of composite shear walls incorporating concrete-filled steel and FRP tubes as boundary elements
|
Ren, Fengming
|
|
2018
|
168 |
C |
p. 405-419
|
artikel
|
| 62 |
Seismic demand on columns in special concentrically braced frames
|
Momenzadeh, Seyedbabak
|
|
2018
|
168 |
C |
p. 93-107
|
artikel
|
| 63 |
Self-tensioning long-span T-shaped spruce and oak web floors with a CLT upper flange. An experimental approach
|
Martín-Gutiérrez, E.
|
|
2018
|
168 |
C |
p. 300-307
|
artikel
|
| 64 |
Service performance of steel fiber reinforced concrete (SFRC) slabs
|
McMahon, Joshua A.
|
|
2018
|
168 |
C |
p. 58-68
|
artikel
|
| 65 |
Shear behavior of fiber-reinforced ultra-high performance concrete beams
|
Mészöly, Tamás
|
|
2018
|
168 |
C |
p. 119-127
|
artikel
|
| 66 |
Shear resistance of steel fiber-reinforced concrete beams without conventional shear reinforcement on the basis of the critical shear band concept
|
Tung, Nguyen Duc
|
|
2018
|
168 |
C |
p. 698-707
|
artikel
|
| 67 |
Stiffness degradation model of thin and lightly reinforced concrete walls for housing
|
Carrillo, Julian
|
|
2018
|
168 |
C |
p. 179-190
|
artikel
|
| 68 |
The new provisions for the seismic design of timber buildings in Europe
|
Follesa, M.
|
|
2018
|
168 |
C |
p. 736-747
|
artikel
|
| 69 |
Theoretical analysis of reinforcement layers in bonded flexible marine hose under internal pressure
|
Zhou, Yang
|
|
2018
|
168 |
C |
p. 384-398
|
artikel
|
| 70 |
Thermal-induced upheaval buckling of continuously-reinforced semi-infinite concrete pavements
|
Yang, Guotao
|
|
2018
|
168 |
C |
p. 865-876
|
artikel
|
| 71 |
Toppling of rigid electric equipment during earthquakes
|
Jaimes, Miguel A.
|
|
2018
|
168 |
C |
p. 229-242
|
artikel
|
| 72 |
Vibration control of a structure by a tuned liquid column damper with embossments
|
Park, ByungJin
|
|
2018
|
168 |
C |
p. 290-299
|
artikel
|
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