| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
Acoustic emission monitoring of containment structures during post-tensioning
|
Ebrahimkhanlou, Arvin
|
|
|
209 |
C |
p.
|
artikel
|
| 2 |
A Dynamic Bayesian Network framework for spatial deterioration modelling and reliability updating of timber structures subjected to decay
|
Tran, Thanh-Binh
|
|
|
209 |
C |
p.
|
artikel
|
| 3 |
Analysis and optimization of multiple tuned mass dampers with coulomb dry friction
|
Kim, Sung-Yong
|
|
|
209 |
C |
p.
|
artikel
|
| 4 |
A new method based on equivalent surfaces for simulation of the post-cooling in concrete arch dams during construction
|
Conceição, José
|
|
|
209 |
C |
p.
|
artikel
|
| 5 |
A theoretical analysis of mechanical and durability enhancement of circular reinforced concrete columns repaired with UHPC
|
Farzad, Mahsa
|
|
|
209 |
C |
p.
|
artikel
|
| 6 |
Behavior of high strength concrete – filled hybrid large – small rupture strains FRP tubes
|
Nain, Monika
|
|
|
209 |
C |
p.
|
artikel
|
| 7 |
Behaviour of steel-reinforced concrete columns under combined torsion based on ABAQUS FEA
|
Cao, Xiaoluo
|
|
|
209 |
C |
p.
|
artikel
|
| 8 |
Bending model for composite UHPFRC-RC elements including tension stiffening and crack width
|
Zanuy, Carlos
|
|
|
209 |
C |
p.
|
artikel
|
| 9 |
Blast-induced damage and evaluation method of concrete gravity dam subjected to near-field underwater explosion
|
Wang, Xiao-hua
|
|
|
209 |
C |
p.
|
artikel
|
| 10 |
Bond role in strut-and-tie systems modelling reinforced-concrete members
|
Bamonte, Patrick
|
|
|
209 |
C |
p.
|
artikel
|
| 11 |
Building damages during the September 19, 2017 earthquake in Mexico City and seismic retrofitting of existing first soft-story buildings
|
Jara, J.M.
|
|
|
209 |
C |
p.
|
artikel
|
| 12 |
Collapse of steel-concrete composite frame under edge-column loss—Experiment and its analysis
|
Zhang, Jing-Zhou
|
|
|
209 |
C |
p.
|
artikel
|
| 13 |
Compressive behavior of low shape factor lead-rubber bearings: Full-scale testing and numerical modeling
|
Ren, Xiangxiang
|
|
|
209 |
C |
p.
|
artikel
|
| 14 |
Concrete failure of composite dowels under cyclic loading during full-scale tests of beams for the “Wierna Rzeka” bridge
|
Lorenc, Wojciech
|
|
|
209 |
C |
p.
|
artikel
|
| 15 |
Concurrent optimization of macrostructures and material microstructures and orientations for maximizing natural frequency
|
Yan, Xiaolei
|
|
|
209 |
C |
p.
|
artikel
|
| 16 |
Corrigendum to “A proposal to modify the moment coefficient in Eurocode 2 for predicting the residual strength of corroded reinforced concrete beams” [Eng. Struct. 193 (2019) 324–339]
|
O'Flaherty, Fin
|
|
|
209 |
C |
p.
|
artikel
|
| 17 |
Design of stadium roofs with a given level of reliability
|
Orzhekhovskiy, Anatoliy
|
|
|
209 |
C |
p.
|
artikel
|
| 18 |
Design theory of earthquake-resilient prefabricated beam-column steel joint with double flange cover plates
|
Jiang, Zi-Qin
|
|
|
209 |
C |
p.
|
artikel
|
| 19 |
Development and validation of simplified mechanics-based capacity curves for scenario-based risk assessment of school buildings in Basel
|
Hannewald, Pia
|
|
|
209 |
C |
p.
|
artikel
|
| 20 |
Distributive relationship of anchorage force relative to reinforcement and headed bars
|
Miao, Tianming
|
|
|
209 |
C |
p.
|
artikel
|
| 21 |
Dowel design of the shear plate dowel joint
|
Larsson, Gustaf
|
|
|
209 |
C |
p.
|
artikel
|
| 22 |
3D small strain large deflection beam shape sensing including poisson effect
|
Schaefer, Pierre-Loup
|
|
|
209 |
C |
p.
|
artikel
|
| 23 |
Dynamic analysis of laminated piezoelectric cylindrical shells
|
Zhou, Yunying
|
|
|
209 |
C |
p.
|
artikel
|
| 24 |
Dynamic effects in reinforced beams at brittle failure – evaluated for timber members
|
Dietsch, Philipp
|
|
|
209 |
C |
p.
|
artikel
|
| 25 |
Editorial Board
|
|
|
|
209 |
C |
p.
|
artikel
|
| 26 |
Effective thickness of timber elements for the evaluation of brittle failure in timber-to-steel connections with large diameter fasteners loaded parallel-to-grain at the elastic range: A new method based on a beam on elastic foundation
|
Yurrita, Miguel
|
|
|
209 |
C |
p.
|
artikel
|
| 27 |
Effects of ground motion scaling on the response of structures considering the interdependency between intensity measures and scale factors
|
Wen, Weiping
|
|
|
209 |
C |
p.
|
artikel
|
| 28 |
Experimental and numerical investigation of usp for optimization of transition zone of railway
|
Çati, Yusuf
|
|
|
209 |
C |
p.
|
artikel
|
| 29 |
Experimental and numerical investigations on load-carrying capacity of dowel-type bolted bamboo joints
|
Wang, Feiliang
|
|
|
209 |
C |
p.
|
artikel
|
| 30 |
Experimental and numerical investigations on timber-concrete connections with inclined screws
|
Di Nino, S.
|
|
|
209 |
C |
p.
|
artikel
|
| 31 |
Experimental and numerical vibration analysis of plates with curvilinear sub-stiffeners
|
Praticò, Luca
|
|
|
209 |
C |
p.
|
artikel
|
| 32 |
Experimental investigation of prefabricated beam-to-column steel joints for precast concrete structures under cyclic loading
|
Li, Zuohua
|
|
|
209 |
C |
p.
|
artikel
|
| 33 |
Experimental investigation on the seismic performance of low-level corroded and retrofitted reinforced concrete bridge columns with CFRP fabric
|
Jia, Junfeng
|
|
|
209 |
C |
p.
|
artikel
|
| 34 |
Experimental performance of unbonded polyester and carbon fiber reinforced elastomeric isolators under bidirectional seismic excitation
|
Losanno, Daniele
|
|
|
209 |
C |
p.
|
artikel
|
| 35 |
Experimental study on the progressive collapse behaviour of RC flat plate substructures subjected to edge-column and edge-interior-column removal scenarios
|
Ma, Fuhao
|
|
|
209 |
C |
p.
|
artikel
|
| 36 |
Fatigue behavior of orthotropic bridge decks with two types of cutout geometry based on field monitoring and FEM analysis
|
Zhu, Zhiwen
|
|
|
209 |
C |
p.
|
artikel
|
| 37 |
Flexural behavior of composite box girders with corrugated steel webs and trusses
|
Chen, Yiyan
|
|
|
209 |
C |
p.
|
artikel
|
| 38 |
Geometrically nonlinear quadrature element analysis of spatial curved beams
|
Liao, Minmao
|
|
|
209 |
C |
p.
|
artikel
|
| 39 |
High-cycle fatigue interaction between soil foundation and concrete slab under moving wheel-type loads
|
Hung, Nguyen Huu Quoc
|
|
|
209 |
C |
p.
|
artikel
|
| 40 |
Integrated approach for the prediction of crack width and spacing in flexural FRC members with hybrid reinforcement
|
Taheri, Mahsa
|
|
|
209 |
C |
p.
|
artikel
|
| 41 |
Investigation of the flow structure of single- and dual-celled tornadoes and their wind effects on a dome structure
|
Li, Tiantian
|
|
|
209 |
C |
p.
|
artikel
|
| 42 |
Lateral cyclic behavior of interior two-way concrete slab–column connections reinforced with GFRP bars
|
Eladawy, Mohamed
|
|
|
209 |
C |
p.
|
artikel
|
| 43 |
Method of reinforcement for joints between steel roofs and RC columns in existing buildings
|
Shimada, Yuko
|
|
|
209 |
C |
p.
|
artikel
|
| 44 |
Moment redistribution versus neutral axis depth in continuous PSC beams with external CFRP tendons
|
Lou, Tiejiong
|
|
|
209 |
C |
p.
|
artikel
|
| 45 |
Multi-hazard fragility analysis for a wind turbine support structure: An application to the Southwest of Mexico
|
Martín del Campo, J.O.
|
|
|
209 |
C |
p.
|
artikel
|
| 46 |
Multi-objective optimization of orthogonal TLCDs for reducing fatigue and extreme loads of a floating offshore wind turbine
|
Park, Semyung
|
|
|
209 |
C |
p.
|
artikel
|
| 47 |
Nonlinear rotational stiffness and clash prevention in perforated steel fold lines
|
Shi, Quan
|
|
|
209 |
C |
p.
|
artikel
|
| 48 |
Nonlinear simulation of vertical behavior of railway fastening system
|
Sadeghi, Javad
|
|
|
209 |
C |
p.
|
artikel
|
| 49 |
Numerical investigation of parameters influencing fire evaluation tests of chemically bonded anchors in uncracked concrete
|
Al-Mansouri, Omar
|
|
|
209 |
C |
p.
|
artikel
|
| 50 |
Numerical modeling for damaged reinforced concrete slab strengthened by ultra-high performance concrete (UHPC) layer
|
Zhu, Yanping
|
|
|
209 |
C |
p.
|
artikel
|
| 51 |
Numerical modelling of the out-of-plane response of full-scale brick masonry prototypes subjected to incremental dynamic shake-table tests
|
Malomo, Daniele
|
|
|
209 |
C |
p.
|
artikel
|
| 52 |
Performance of non-contact lap splices in geometrically dissimilar bridge column to drilled shaft connections
|
Masud, Mahadi
|
|
|
209 |
C |
p.
|
artikel
|
| 53 |
Probabilistic method and FEM analysis in the design and analysis of cracks widths
|
Zięba, Joanna
|
|
|
209 |
C |
p.
|
artikel
|
| 54 |
Progressive collapse assessment of gravity-load designed European RC buildings under multi-column loss scenarios
|
Parisi, Fulvio
|
|
|
209 |
C |
p.
|
artikel
|
| 55 |
Quantifying impacts on remote photogrammetric inspection using unmanned aerial vehicles
|
Zhang, Dayi
|
|
|
209 |
C |
p.
|
artikel
|
| 56 |
Reduced order modeling of hysteretic structural response and applications to seismic risk assessment
|
Patsialis, D.
|
|
|
209 |
C |
p.
|
artikel
|
| 57 |
Re-evaluation of existing tests on RC connections using post-installed reinforcing bars
|
Mahadik, Vinay
|
|
|
209 |
C |
p.
|
artikel
|
| 58 |
Reliability-based design of FRP flexural strengthened reinforced concrete beams: Guidelines assessment and calibration
|
Huang, Xiaoxu
|
|
|
209 |
C |
p.
|
artikel
|
| 59 |
Residual out-of-plane capacity of infills damaged by in-plane cyclic loads
|
Cavaleri, Liborio
|
|
|
209 |
C |
p.
|
artikel
|
| 60 |
Robust decision-making design for sustainable pedestrian concrete bridges
|
Penadés-Plà, Vicent
|
|
|
209 |
C |
p.
|
artikel
|
| 61 |
Rocking effect on seismic response of a multi-story traditional timber pagoda model
|
Wu, Yajie
|
|
|
209 |
C |
p.
|
artikel
|
| 62 |
Second-order effects in URM walls subjected to compression and out-of-plane bending: From numerical evaluation to proposal of design procedures
|
Donà, Marco
|
|
|
209 |
C |
p.
|
artikel
|
| 63 |
Seismic response of highway viaducts equipped with lead-rubber bearings under low temperature
|
Deng, Pengru
|
|
|
209 |
C |
p.
|
artikel
|
| 64 |
Shear buckling strength of web-posts in castellated steel beams in fire
|
Justino, Larice Gomes
|
|
|
209 |
C |
p.
|
artikel
|
| 65 |
Statistical modelling of seismic vulnerability of RC, timber and masonry buildings from complete empirical loss data
|
Bessason, Bjarni
|
|
|
209 |
C |
p.
|
artikel
|
| 66 |
Statistical quantitative evaluation of bending strength of corroded RC beams via SMFL technique
|
Qiu, Junli
|
|
|
209 |
C |
p.
|
artikel
|
| 67 |
Stress-strain behavior and model of bamboo scrimber under cyclic axial compression
|
Wei, Yang
|
|
|
209 |
C |
p.
|
artikel
|
| 68 |
Structural deformation monitoring and numerical simulation of a supertall building during construction stage
|
Gao, Fei
|
|
|
209 |
C |
p.
|
artikel
|
| 69 |
Structural design and behavior of prestressed cable domes
|
Krishnan, Sudarshan
|
|
|
209 |
C |
p.
|
artikel
|
| 70 |
Study on adaptive-passive multiple tuned mass damper with variable mass for a large-span floor structure
|
Wang, Liangkun
|
|
|
209 |
C |
p.
|
artikel
|
| 71 |
Testing of insulated sandwich panels with GFRP shear connectors
|
Hou, Hetao
|
|
|
209 |
C |
p.
|
artikel
|
| 72 |
Theoretical method of determining pier settlement limit value for China’s high-speed railway bridges considering complete factors
|
Chen, Zhaowei
|
|
|
209 |
C |
p.
|
artikel
|
| 73 |
Time-dependent vertical shortening prediction for super-tall buildings by using a modified B3 model to consider moisture distribution
|
Wang, Lilin
|
|
|
209 |
C |
p.
|
artikel
|
| 74 |
Vibration-assisted installation and decommissioning of a slip-joint
|
Cabboi, Alessandro
|
|
|
209 |
C |
p.
|
artikel
|
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