| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A monitoring-based approach for evaluating dynamic responses of riding vehicle on long-span bridge under strong winds
|
Wang, Hao
|
|
2019
|
189 |
C |
p. 35-47
|
artikel
|
| 2 |
A new concrete plastic-damage model with an evolutive dilatancy parameter
|
Poliotti, Mauro
|
|
2019
|
189 |
C |
p. 541-549
|
artikel
|
| 3 |
A non-iterative progressive collapse design method for RC structures based on virtual thermal pushdown analysis
|
He, Xiao-Huang-Can
|
|
2019
|
189 |
C |
p. 484-496
|
artikel
|
| 4 |
Bayes-Mode-ID: A Bayesian modal-component-sampling method for operational modal analysis
|
Yang, Jia-Hua
|
|
2019
|
189 |
C |
p. 222-240
|
artikel
|
| 5 |
Behavior of concrete beam-column frame joints with DfD connections: A simulation study with interface modelling
|
Ding, Tao
|
|
2019
|
189 |
C |
p. 347-358
|
artikel
|
| 6 |
Condition monitoring of wind turbine blades and tower via an automated laser scanning system
|
Dilek, Ahmet U.
|
|
2019
|
189 |
C |
p. 25-34
|
artikel
|
| 7 |
Crack widths in base restrained walls subjected to restraint loading
|
Gottsäter, Erik
|
|
2019
|
189 |
C |
p. 272-285
|
artikel
|
| 8 |
Cyclic behavior of reinforced concrete cladding panels connected with energy dissipative steel cushions
|
Karadoğan, Faruk
|
|
2019
|
189 |
C |
p. 423-439
|
artikel
|
| 9 |
Cyclic behavior of steel tube-reinforced high-strength concrete composite columns with high-strength steel bars
|
Zhang, Jianwei
|
|
2019
|
189 |
C |
p. 565-579
|
artikel
|
| 10 |
Cyclic behaviour of lightly-reinforced concrete columns with short lap splices subjected to unidirectional and bidirectional loadings
|
Lee, Chang Seok
|
|
2019
|
189 |
C |
p. 373-384
|
artikel
|
| 11 |
Cyclic lateral load test and finite element analysis of high-strength concrete-filled steel box columns under high axial compression
|
Chou, Chung-Che
|
|
2019
|
189 |
C |
p. 89-99
|
artikel
|
| 12 |
Damage assessment of shear wall components for RC frame–shear wall buildings using story curvature as engineering demand parameter
|
Xiong, Chen
|
|
2019
|
189 |
C |
p. 77-88
|
artikel
|
| 13 |
Design of timber-concrete composite (TCC) bridges with under-deck stay cables
|
Lyu, Z.
|
|
2019
|
189 |
C |
p. 589-604
|
artikel
|
| 14 |
Discussion on “Strain compatibility in the strength design of RC slabs” by L.M. Gil-Martín, E. Hernández-Montes [Eng. Struct. 178 (2019) 423–435]
|
Kaufmann, Walter
|
|
2019
|
189 |
C |
p. 241-242
|
artikel
|
| 15 |
Distributed strain monitoring of two-way slabs
|
Nurmi, Sara
|
|
2019
|
189 |
C |
p. 580-588
|
artikel
|
| 16 |
Editorial Board
|
|
|
2019
|
189 |
C |
p. ii
|
artikel
|
| 17 |
Effect of end support restraints on vibration performance of cross laminated timber floors: An analytical approach
|
Zhang, Sigong
|
|
2019
|
189 |
C |
p. 186-194
|
artikel
|
| 18 |
Experimental and analytical assessment of RC joints with varying reinforcement detailing under push-down loading before and after fires
|
Li, Zhi
|
|
2019
|
189 |
C |
p. 550-564
|
artikel
|
| 19 |
Experimental investigation of influences of several parameters on seismic capacity of masonry infilled reinforced concrete frame
|
Alwashali, Hamood
|
|
2019
|
189 |
C |
p. 11-24
|
artikel
|
| 20 |
Experimental investigation on cyclic behavior of Q690D high strength steel H-section beam-columns about strong axis
|
Hai, Le-Tian
|
|
2019
|
189 |
C |
p. 157-173
|
artikel
|
| 21 |
Experimental investigation on the influence of the aspect ratio on the in-plane/out-of-plane interaction for masonry infills in RC frames
|
De Risi, Maria Teresa
|
|
2019
|
189 |
C |
p. 523-540
|
artikel
|
| 22 |
Experimental study on seismic performance of precast LSECC/RC composite joints with U-shaped LSECC beam shells
|
Gou, Shuangke
|
|
2019
|
189 |
C |
p. 618-634
|
artikel
|
| 23 |
Feasibility study of a hybrid FRP-steel cable-stayed pedestrian swing bridge
|
Alocci, Cristiano
|
|
2019
|
189 |
C |
p. 359-372
|
artikel
|
| 24 |
Finite element analysis for deeply buried concrete pipes in proposed imperfect trench installations with expanded polystyrene (EPS) foams
|
Kang, Junsuk
|
|
2019
|
189 |
C |
p. 286-295
|
artikel
|
| 25 |
Flexural behavior of prestressed CFRP reinforced concrete beams by two different tensioning methods
|
Cao, Qi
|
|
2019
|
189 |
C |
p. 411-422
|
artikel
|
| 26 |
Impact of corrosion on risk assessment of shear-critical and short lap-spliced bridges
|
Zhang, Yijian
|
|
2019
|
189 |
C |
p. 260-271
|
artikel
|
| 27 |
Implications of modeling approaches on seismic performance of low- and mid-rise office and hospital shear wall buildings
|
Terzic, Vesna
|
|
2019
|
189 |
C |
p. 129-146
|
artikel
|
| 28 |
Interfacial delamination crack profile estimation in polymer foam-cored sandwich composites
|
Mitra, Nilanjan
|
|
2019
|
189 |
C |
p. 635-643
|
artikel
|
| 29 |
Loading protocols for qualification testing of BRBs considering global performance requirements
|
Aguaguiña, Mario
|
|
2019
|
189 |
C |
p. 440-457
|
artikel
|
| 30 |
Method and monitoring approach for distributed detection of damage in multi-span continuous bridges
|
Oskoui, Elias Abdoli
|
|
2019
|
189 |
C |
p. 385-395
|
artikel
|
| 31 |
Monotonic and cyclic behaviour of wood frame shear walls for mid-height timber buildings
|
Guíñez, Felipe
|
|
2019
|
189 |
C |
p. 100-110
|
artikel
|
| 32 |
Multi-objective optimization of dual-purpose outriggers in tall buildings to reduce lateral displacement and differential axial shortening
|
Kim, Han-Soo
|
|
2019
|
189 |
C |
p. 296-308
|
artikel
|
| 33 |
Non-parametric shape design optimization of elastic-plastic shear panel dampers under cyclic loading
|
Shi, Jin-Xing
|
|
2019
|
189 |
C |
p. 48-61
|
artikel
|
| 34 |
Optimal design and novel configuration of a locally resonant periodic foundation (LRPF) for seismic protection of fuel storage tanks
|
Sun, Feifei
|
|
2019
|
189 |
C |
p. 147-156
|
artikel
|
| 35 |
Prediction of dynamic increase factor for steel fibre reinforced concrete using a hybrid artificial intelligence model
|
Yang, Lei
|
|
2019
|
189 |
C |
p. 309-318
|
artikel
|
| 36 |
Reduction of cable vibrations in a cable stayed bridge under biharmonic excitation
|
Pakos, Wojciech
|
|
2019
|
189 |
C |
p. 1-10
|
artikel
|
| 37 |
Research on pseudo-static cyclic tests of precast concrete shear walls with vertical rebar lapping in grout-filled constrained hole
|
Gu, Qian
|
|
2019
|
189 |
C |
p. 396-410
|
artikel
|
| 38 |
Seismic damage performance levels for concrete encased steel columns using acoustic emission tests and finite element analysis
|
Yue, Jianguang
|
|
2019
|
189 |
C |
p. 471-483
|
artikel
|
| 39 |
Seismic performance evaluation of a multi-slit damper
|
Naeem, Asad
|
|
2019
|
189 |
C |
p. 332-346
|
artikel
|
| 40 |
Sensitivity analysis and multi-criteria optimization of SMA cable restrainers for longitudinal seismic protection of isolated simply supported highway bridges
|
Wang, Jing-quan
|
|
2019
|
189 |
C |
p. 509-522
|
artikel
|
| 41 |
Sensitivity of seismic demands and fragility estimates of a typical California highway bridge to uncertainties in its soil-structure interaction modeling
|
Xie, Yazhou
|
|
2019
|
189 |
C |
p. 605-617
|
artikel
|
| 42 |
Shape enhancement of an eccentrically loaded column using piezoelectric actuator
|
Przybylski, Jacek
|
|
2019
|
189 |
C |
p. 644-654
|
artikel
|
| 43 |
Shear strength of RC beam made with recycled brick aggregate
|
Mohammed, Tarek Uddin
|
|
2019
|
189 |
C |
p. 497-508
|
artikel
|
| 44 |
Structural behavior of seawater sea-sand concrete shear wall reinforced with GFRP bars
|
Zhang, Qingtian
|
|
2019
|
189 |
C |
p. 458-470
|
artikel
|
| 45 |
The effects of brick walls strengthened with perforated steel plates on frame behavior
|
Özbek, Eray
|
|
2019
|
189 |
C |
p. 62-76
|
artikel
|
| 46 |
The elastic and ductile behaviour of CLT wall-floor connections and the influence of fastener length
|
O'Ceallaigh, Conan
|
|
2019
|
189 |
C |
p. 319-331
|
artikel
|
| 47 |
Three-dimensional elastic-plastic pulse response and energy absorption of curved composite sandwich panel using DQ – Newmark method
|
Ahmadi, Seyed Ali
|
|
2019
|
189 |
C |
p. 111-128
|
artikel
|
| 48 |
Tie-force procedure for disproportionate collapse prevention of CLT platform-type construction
|
Mpidi Bita, Hercend
|
|
2019
|
189 |
C |
p. 195-205
|
artikel
|
| 49 |
Transverse seismic failure mechanism and ductility of reinforced concrete pylon for long span cable-stayed bridges: Model test and numerical analysis
|
Wang, Xiaowei
|
|
2019
|
189 |
C |
p. 206-221
|
artikel
|
| 50 |
Variable friction cladding connection for seismic mitigation
|
Gong, Yongqiang
|
|
2019
|
189 |
C |
p. 243-259
|
artikel
|
| 51 |
Visual damage at flexural response milestones for blast-resistant precast concrete panels with varying reinforcement
|
Gombeda, Matthew J.
|
|
2019
|
189 |
C |
p. 174-185
|
artikel
|
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