| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
Aggregate effect on concrete cone capacity
|
Ninčević, Krešimir
|
|
2019
|
191 |
C |
p. 358-369
|
artikel
|
| 2 |
A practical modelling technique to assess the performance of wood-frame roofs under extreme wind loads
|
Stevenson, Sarah A.
|
|
2019
|
191 |
C |
p. 640-648
|
artikel
|
| 3 |
Assessment of the plastic capacity of I-shaped cross-sections according to the partial internal forces method
|
Winkler, Rebekka
|
|
2019
|
191 |
C |
p. 740-751
|
artikel
|
| 4 |
Axial compression capacity of circular CFST columns transversely strengthened by FRP
|
Güneyisi, Esra Mete
|
|
2019
|
191 |
C |
p. 417-431
|
artikel
|
| 5 |
Behavior of polycal wire rope isolators subjected to large lateral deformations
|
Leblouba, Moussa
|
|
2019
|
191 |
C |
p. 117-128
|
artikel
|
| 6 |
Blast response of retrofitted reinforced concrete hollow core slabs under a close distance explosion
|
Maazoun, Azer
|
|
2019
|
191 |
C |
p. 447-459
|
artikel
|
| 7 |
Construction of elastic spectra for high damping
|
Conde-Conde, Jorge
|
|
2019
|
191 |
C |
p. 343-357
|
artikel
|
| 8 |
Decoupled technique for dynamic response of vehicle-pavement systems
|
Krishnanunni, C.G.
|
|
2019
|
191 |
C |
p. 264-279
|
artikel
|
| 9 |
Determining the effective level of outrigger in preventing collapse of tall buildings by IDA with an alternative damage measure
|
Samadi, M.
|
|
2019
|
191 |
C |
p. 104-116
|
artikel
|
| 10 |
Development of a bridge weigh-in-motion method considering the presence of multiple vehicles
|
Chen, Shi-Zhi
|
|
2019
|
191 |
C |
p. 724-739
|
artikel
|
| 11 |
Drive-by scour monitoring of railway bridges using a wavelet-based approach
|
Fitzgerald, Paul C.
|
|
2019
|
191 |
C |
p. 1-11
|
artikel
|
| 12 |
Ductility of Concrete Members Reinforced with Welded Wire Reinforcement (WWR)
|
Shwani, Mohamed
|
|
2019
|
191 |
C |
p. 711-723
|
artikel
|
| 13 |
Dynamic performance of concrete slabs reinforced with steel and GFRP bars under impact loading
|
Sadraie, Hamid
|
|
2019
|
191 |
C |
p. 62-81
|
artikel
|
| 14 |
Dynamic response of precast concrete beam with wet connection subjected to impact loads
|
Li, Huawei
|
|
2019
|
191 |
C |
p. 247-263
|
artikel
|
| 15 |
Editorial Board
|
|
|
2019
|
191 |
C |
p. ii
|
artikel
|
| 16 |
Effect of concrete masonry infill walls on progressive collapse performance of reinforced concrete infilled frames
|
Yu, Jun
|
|
2019
|
191 |
C |
p. 179-193
|
artikel
|
| 17 |
Effect of joint shear stress on seismic behaviour of interior GFRP-RC beam-column joints
|
Ghomi, Shervin K.
|
|
2019
|
191 |
C |
p. 583-597
|
artikel
|
| 18 |
Effects of changes in seismic design criteria in the transverse and vertical response of Chilean highway bridges
|
Wilches, José
|
|
2019
|
191 |
C |
p. 370-385
|
artikel
|
| 19 |
Effects of confinement in square hollow concrete column sections
|
Liang, Xiao
|
|
2019
|
191 |
C |
p. 526-535
|
artikel
|
| 20 |
Evaluation of compressive arch action of reinforced concrete beams and development of design method
|
Wang, Shan
|
|
2019
|
191 |
C |
p. 479-492
|
artikel
|
| 21 |
Evaluation of the plastic hinge length of steel-concrete composite beams under hogging moment
|
De Angelis, A.
|
|
2019
|
191 |
C |
p. 674-685
|
artikel
|
| 22 |
Evolution of pressure generated by self compacting concrete on a vertical channel
|
Benaicha, M.
|
|
2019
|
191 |
C |
p. 432-438
|
artikel
|
| 23 |
Experimental and analytical investigation of new concrete filled FRP tube beam-column connections
|
Ali, Ahmed M.
|
|
2019
|
191 |
C |
p. 311-322
|
artikel
|
| 24 |
Experimental and numerical study on low-velocity lateral impact behaviors of RC, UHPFRC and UHPFRC-strengthened columns
|
Fan, Wei
|
|
2019
|
191 |
C |
p. 509-525
|
artikel
|
| 25 |
Experimental investigation of shear walls using carbon fiber reinforced polymer bars under cyclic lateral loading
|
Zhao, Qi
|
|
2019
|
191 |
C |
p. 82-91
|
artikel
|
| 26 |
Experimental studies on reinforced concrete interior beam-column joints strengthened by unsymmetrical chamfers
|
Lam, Eddie Siu-shu
|
|
2019
|
191 |
C |
p. 575-582
|
artikel
|
| 27 |
Experimental study of two-way beam string structures
|
Lee, Seunghye
|
|
2019
|
191 |
C |
p. 563-574
|
artikel
|
| 28 |
Experimental study on seismic behaviour of cover-plate joints in high strength steel frames
|
Chen, Xuesen
|
|
2019
|
191 |
C |
p. 292-310
|
artikel
|
| 29 |
Fatigue behaviour of non-integral Y-joint of concrete-filled rectangular hollow section continuous chord stiffened with perfobond ribs
|
Jiang, Lei
|
|
2019
|
191 |
C |
p. 611-624
|
artikel
|
| 30 |
Form-finding and analysis of hyperelastic tensegrity structures using unconstrained nonlinear programming
|
Arcaro, Vinicius
|
|
2019
|
191 |
C |
p. 439-446
|
artikel
|
| 31 |
Fragility functions for partially-grouted masonry shear walls with bed-joint reinforcement
|
Araya-Letelier, Gerardo
|
|
2019
|
191 |
C |
p. 206-218
|
artikel
|
| 32 |
Fragility modelling framework for transmission line towers under winds
|
Cai, Yunzhu
|
|
2019
|
191 |
C |
p. 686-697
|
artikel
|
| 33 |
Influence of flexible conductors on the seismic responses of interconnected electrical equipment
|
Xie, Qiang
|
|
2019
|
191 |
C |
p. 148-161
|
artikel
|
| 34 |
Lateral behavior of panelized CLT walls: A pushover analysis based on minimal resistance assumption
|
Deng, Peng
|
|
2019
|
191 |
C |
p. 469-478
|
artikel
|
| 35 |
Mechanism of collapse failure and analysis of yield collapse resistance of casing under combined load
|
Zhou, Xiong
|
|
2019
|
191 |
C |
p. 12-22
|
artikel
|
| 36 |
Modified semiactive control with MR dampers for partially observed systems
|
Bhaiya, Vishisht
|
|
2019
|
191 |
C |
p. 129-147
|
artikel
|
| 37 |
Multi-criteria decision-making for seismic resilience and sustainability assessment of diagrid buildings
|
Asadi, Esmaeel
|
|
2019
|
191 |
C |
p. 229-246
|
artikel
|
| 38 |
On the efficiency of impact sound insulation systems on prefabricated lightweight floor and on standard homogeneous base-floor
|
Alonso, A.
|
|
2019
|
191 |
C |
p. 649-657
|
artikel
|
| 39 |
On the form of the Musmeci’s bridge over the Basento river
|
Marmo, Francesco
|
|
2019
|
191 |
C |
p. 658-673
|
artikel
|
| 40 |
Optimization of damped outrigger systems subject to stochastic excitation
|
Fang, Chuangjie
|
|
2019
|
191 |
C |
p. 280-291
|
artikel
|
| 41 |
Performance-based design of bridge piers under vehicle collision
|
Auyeung, Steven
|
|
2019
|
191 |
C |
p. 752-765
|
artikel
|
| 42 |
Post-fire mechanical behavior of ASTM A572 steels subjected to high stress triaxialities
|
Sajid, Hizb Ullah
|
|
2019
|
191 |
C |
p. 323-342
|
artikel
|
| 43 |
Publisher's Note
|
|
|
2019
|
191 |
C |
p. iii
|
artikel
|
| 44 |
Quantitative assessment of the concrete gravity dam damage under earthquake excitation using electro-mechanical impedance measurements
|
Zhao, Shaoyu
|
|
2019
|
191 |
C |
p. 162-178
|
artikel
|
| 45 |
Residual displacement ratio demand of oscillators representing HSSF-EDBs subjected to near-fault earthquake ground motions
|
Ke, Ke
|
|
2019
|
191 |
C |
p. 598-610
|
artikel
|
| 46 |
Rheological-dynamical analogy for analysis of low cycle fatigue in seismically isolated regular bridges
|
Milašinović, Dragan D.
|
|
2019
|
191 |
C |
p. 493-508
|
artikel
|
| 47 |
Seismic assessment of ductile concentrically braced frames with HSS bracings
|
Faytarouni, Mahmoud
|
|
2019
|
191 |
C |
p. 401-416
|
artikel
|
| 48 |
Seismic design of the double-cell accordion-web reduced beam section connection
|
Imanpour, Ali
|
|
2019
|
191 |
C |
p. 23-38
|
artikel
|
| 49 |
Semi-active adaptive control for enhancing the seismic performance of nonlinear coupled buildings with smooth hysteretic behavior
|
Al-Fahdawi, Omar A.S.
|
|
2019
|
191 |
C |
p. 536-548
|
artikel
|
| 50 |
Serviceability of non-prismatic concrete beams: Combined-interaction method
|
Tayfur, Yadgar
|
|
2019
|
191 |
C |
p. 766-774
|
artikel
|
| 51 |
Simplified theoretical model for prediction of catenary action incorporating strength degradation in axially restrained beams
|
Harry, Ofonime Akpan
|
|
2019
|
191 |
C |
p. 219-228
|
artikel
|
| 52 |
Simulating composite behaviour in SCL tunnels with sprayed waterproofing membrane interface: A state-of-the-art review
|
Su, Jiang
|
|
2019
|
191 |
C |
p. 698-710
|
artikel
|
| 53 |
Simulation of flexural behaviour and design of cold-formed steel closed built-up beams composed of two sigma sections for local buckling
|
Anbarasu, M.
|
|
2019
|
191 |
C |
p. 549-562
|
artikel
|
| 54 |
Structural performance of deteriorating reinforced concrete columns under multiple earthquake events
|
Cui, Zhen
|
|
2019
|
191 |
C |
p. 460-468
|
artikel
|
| 55 |
Study on the seismic performance of corroded H-shaped steel columns
|
Xu, Shanhua
|
|
2019
|
191 |
C |
p. 39-61
|
artikel
|
| 56 |
Substructural damage detection in shear structures via ARMAX model and optimal subpattern assignment distance
|
Mei, Liu
|
|
2019
|
191 |
C |
p. 625-639
|
artikel
|
| 57 |
The seismic performance-based assessment of a masonry building enclosed in aggregate in Faro (Portugal) by means of a new target structural unit approach
|
Bernardini, Chiara
|
|
2019
|
191 |
C |
p. 386-400
|
artikel
|
| 58 |
Unseating mechanism of a skew bridge with seat-type abutments and a Simplified Method for estimating its support length requirement
|
Wu, Suiwen
|
|
2019
|
191 |
C |
p. 194-205
|
artikel
|
| 59 |
Vibration characteristics of damping pad floating slab on the long-span steel truss cable-stayed bridge in urban rail transit
|
Liang, Lin
|
|
2019
|
191 |
C |
p. 92-103
|
artikel
|
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