| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A data-driven approach for modeling stochastic structural temperature field of a long-span cable-stayed bridge
|
Liao, Yuchen
|
|
|
335 |
C |
p.
|
artikel
|
| 2 |
Analysis on global buckling performance of CFS double box-shaped built-up columns by energy method
|
Yang, Jingjie
|
|
|
335 |
C |
p.
|
artikel
|
| 3 |
An approach for predicting fire response of steel truss-concrete composite bridge girders subjected to semi-open fires
|
Zhao, Xiaocui
|
|
|
335 |
C |
p.
|
artikel
|
| 4 |
An effective thermal conductivity model for simulating the heat transfer process of concrete dams under extreme temperature conditions
|
Lan, Jiaxin
|
|
|
335 |
C |
p.
|
artikel
|
| 5 |
An equal-order strain projection formulation for locking-free isogeometric analysis of shear deformable curved beams
|
Sun, Zhuangjing
|
|
|
335 |
C |
p.
|
artikel
|
| 6 |
An online time-domain strategy for multiple impact identification of framed structures using neural networks and ensemble learning algorithms
|
Shahabi, Pouya
|
|
|
335 |
C |
p.
|
artikel
|
| 7 |
A novel multi-scale dilated transformer for structural dynamic response reconstruction
|
Dao, Tongyang
|
|
|
335 |
C |
p.
|
artikel
|
| 8 |
A novel three-layer ring spring for self-centering energy dissipation devices: Theory, experiment and numerical simulation
|
Kong, Sihua
|
|
|
335 |
C |
p.
|
artikel
|
| 9 |
A NURBS-based approach to the generation of geometric models for complex-shaped bridge using point clouds
|
Zhang, He
|
|
|
335 |
C |
p.
|
artikel
|
| 10 |
A refined DS-InSAR technique for long-term deformation monitoring of low-coherence bridge groups
|
Zhou, Yun
|
|
|
335 |
C |
p.
|
artikel
|
| 11 |
A SI-based method for determining the interfacial damage condition of a steel-concrete composite girder
|
Kong, Derui
|
|
|
335 |
C |
p.
|
artikel
|
| 12 |
A study of combination factor of wind and snow loads on photovoltaic (PV) panels based on characterization of joint wind-snow hazard
|
Ding, Shan
|
|
|
335 |
C |
p.
|
artikel
|
| 13 |
Bearing capacity of post-tensioned concrete local anchorage zones under special bearing plates with multiple bearing surfaces
|
Wu, Chang
|
|
|
335 |
C |
p.
|
artikel
|
| 14 |
Bond behavior of steel bars in ECC-GFRP spirals confined concrete subjected to accelerated chloride corrosion coupled with sustained loads
|
Zeng, Jing-Qi
|
|
|
335 |
C |
p.
|
artikel
|
| 15 |
Comprehensive numerical investigation of the concentrated load capacity in prestressed hollow core floors
|
Jeziorski, Miłosz
|
|
|
335 |
C |
p.
|
artikel
|
| 16 |
Corrosion fatigue degradation of FRP tendon after acidic corrosion coupling with sustaining/fatigue loading
|
Liu, Xia
|
|
|
335 |
C |
p.
|
artikel
|
| 17 |
Cyclic loading behavior of earthquake-resilient disc-spring self-centering beam-column joints: An experimental study
|
Dou, Chao
|
|
|
335 |
C |
p.
|
artikel
|
| 18 |
Damage analysis of RC panels subjected to shock wave and bubble pulse in underwater explosion
|
Chen, Zhenjian
|
|
|
335 |
C |
p.
|
artikel
|
| 19 |
Designing re-entrant nested star-shaped honeycombs for energy-absorbing and load-bearing capabilities
|
Shangbin, Ouyang
|
|
|
335 |
C |
p.
|
artikel
|
| 20 |
Design-oriented efficient analysis method for steel-UHPC composite fenders with foam-filled steel tubes under vessel collisions
|
Wu, Qinglin
|
|
|
335 |
C |
p.
|
artikel
|
| 21 |
Development and seismic damage assessment of alkali-activated non-formwork insulation composite shear wall
|
Zhao, Jianjun
|
|
|
335 |
C |
p.
|
artikel
|
| 22 |
Distributed edge intelligence for structural dynamic response estimation using knowledge distillation and data fusion
|
Zhang, Fan
|
|
|
335 |
C |
p.
|
artikel
|
| 23 |
Editorial Board
|
|
|
|
335 |
C |
p.
|
artikel
|
| 24 |
Effect of axial compression ratio on seismic behavior of hybrid FRP-steel reinforced concrete columns
|
Han, Shiwen
|
|
|
335 |
C |
p.
|
artikel
|
| 25 |
Effect of honeycomb core cell geometry on the sandwich tube for internal blast loading
|
Nguyen-Van, Vuong
|
|
|
335 |
C |
p.
|
artikel
|
| 26 |
Effects of mineral admixtures on time-dependent behavior of high-strength self-compacting concrete-filled steel tubes
|
Ma, Huan-Chi
|
|
|
335 |
C |
p.
|
artikel
|
| 27 |
Enhancing the blast resistance of two-stage high-performance concrete with a functionally-graded concept
|
Cao, Y.Y.Y.
|
|
|
335 |
C |
p.
|
artikel
|
| 28 |
Experimental and numerical investigations on T-shaped cast-in-situ joint for ribbed UHPFRC deck panels without prestressing
|
Wang, Yan
|
|
|
335 |
C |
p.
|
artikel
|
| 29 |
Experimental assessment of main cable strand rapid traction in super long-span suspension bridges
|
You, Xinpeng
|
|
|
335 |
C |
p.
|
artikel
|
| 30 |
Experimental research on seismic performance of column-to-column grouted connection with casted SHS sleeves for high-rise modular integrated construction
|
Yang, Chao
|
|
|
335 |
C |
p.
|
artikel
|
| 31 |
Experimental study and analytical model for the bond-critical failure of the CFRP-ECC-NC composite interfaces
|
Wu, Fangwen
|
|
|
335 |
C |
p.
|
artikel
|
| 32 |
Experimental study and theoretical analysis on mechanical behavior of screwed connections between steel and laminated bamboo lumber under load perpendicular to the grain
|
Wang, Xiaodun
|
|
|
335 |
C |
p.
|
artikel
|
| 33 |
Experimental study on shear behavior of square RC columns wrapped with CFRP strips under lateral static and pendulum impact loadings
|
Liu, Tao
|
|
|
335 |
C |
p.
|
artikel
|
| 34 |
Experimental study on the seismic performance of precast and cast-in-place hollow circular piers under chloride-induced corrosion
|
Wang, Xu
|
|
|
335 |
C |
p.
|
artikel
|
| 35 |
Experimental testing and machine learning to predict the load-slip behavior of stud connectors in steel-UHPC composite structures
|
Zhou, Yong-jian
|
|
|
335 |
C |
p.
|
artikel
|
| 36 |
Explicit backbone curve prediction of corroded reinforced concrete columns using simulated annealing-optimized genetic programming
|
Wang, Le-Rong
|
|
|
335 |
C |
p.
|
artikel
|
| 37 |
Failure process of FRP‐concrete‐steel double‐skin tubular columns: Key local damage behaviors and structural response
|
Chen, Guang-Ming
|
|
|
335 |
C |
p.
|
artikel
|
| 38 |
Flexural behavior of steel plate-UHPC composite wet joints for precast UHPC deck slabs
|
Qiu, Minghong
|
|
|
335 |
C |
p.
|
artikel
|
| 39 |
Flexural behavior of surface-modified bamboo scrimber-reinforced concrete beams: Experimental and theoretical studies
|
Wu, Chengjun
|
|
|
335 |
C |
p.
|
artikel
|
| 40 |
Flexural strengthening of reinforced concrete beams with FRP enveloped steel plate
|
Xiao, Yipeng
|
|
|
335 |
C |
p.
|
artikel
|
| 41 |
Generative adversarial network approach for predicting tensile behavior and failure pattern of fiber-reinforced cementitious matrices
|
Kumar, Aman
|
|
|
335 |
C |
p.
|
artikel
|
| 42 |
Impact of imperfections in the reinforcing steel plates on elastomeric bridge bearings: A finite element analysis
|
Pianese, Gaetano
|
|
|
335 |
C |
p.
|
artikel
|
| 43 |
Improved bending performance of 3D-printed continuous fiber reinforced composite topological structure by a crossing-lap path designing
|
Huang, Yueyan
|
|
|
335 |
C |
p.
|
artikel
|
| 44 |
In-plane lateral cyclic response of partially grouted reinforced concrete masonry shear walls with boundary elements
|
Al-Ahdal, Abdulelah
|
|
|
335 |
C |
p.
|
artikel
|
| 45 |
Interfacial models for FRP profile-concrete bolt connection considering shear-bending effects
|
Lin, Hongwei
|
|
|
335 |
C |
p.
|
artikel
|
| 46 |
Investigation on shear strength of steel-concrete-steel composite beams with lacing bars
|
Liang, Shi-Lin
|
|
|
335 |
C |
p.
|
artikel
|
| 47 |
Investigation on the out-of-plane behavior of castellated steel reinforced concrete walls under eccentric loading
|
Liu, Pengcheng
|
|
|
335 |
C |
p.
|
artikel
|
| 48 |
Life-cycle corrosion behaviors and failure modes prediction for chloride-induced corroded RC columns based on explainable generalized additive model
|
Cheng, Hao
|
|
|
335 |
C |
p.
|
artikel
|
| 49 |
Linear helical printing: A novel approach to 3D printing concrete structures with enhanced integrity
|
Gao, Jianhao
|
|
|
335 |
C |
p.
|
artikel
|
| 50 |
Low-damage self-centering rocking bridge columns using hemisphere-based rocking hinges: Quasi-static experimental investigation
|
Zhong, Xueqi
|
|
|
335 |
C |
p.
|
artikel
|
| 51 |
Mechanical model for shear strength prediction of corrosion-damaged reinforced concrete beams under various corrosion schemes
|
Dinh, Ngoc Hieu
|
|
|
335 |
C |
p.
|
artikel
|
| 52 |
Novel adaptive prestressed CFRP-reinforced steel column: Concept and behavior
|
Liang, Xu
|
|
|
335 |
C |
p.
|
artikel
|
| 53 |
Novel ductile and durable engineered cementitious composite columns reinforced with steel-FRP composite bars: Axial compression behavior and design
|
Bai, Yulei
|
|
|
335 |
C |
p.
|
artikel
|
| 54 |
Operational influence line identification of bridge cable forces using stochastic vehicle-induced responses
|
Li, De-Long
|
|
|
335 |
C |
p.
|
artikel
|
| 55 |
Performance of recycled aggregate concrete-filled high-strength steel tubular members under combined compression-bending-torsion
|
Yang, Zhi-Cheng
|
|
|
335 |
C |
p.
|
artikel
|
| 56 |
Performance of single and built-up I-shaped cold formed steel stud under double sided walls fire exposure
|
Hassoune, Mohammed
|
|
|
335 |
C |
p.
|
artikel
|
| 57 |
Probabilistic assessment of seismic acceleration demands of ductile light NSCs in moderately ductile RC frame buildings
|
Mehrjoo, Majid
|
|
|
335 |
C |
p.
|
artikel
|
| 58 |
Progressive failure mechanism of water glass modified recycled rock-filled concrete based on radon monitoring and resistivity monitoring
|
Hua, Cheng
|
|
|
335 |
C |
p.
|
artikel
|
| 59 |
Recent advancements of inter-module connections for modular buildings: An overview and multi-dimensional assessment
|
Liu, Xialu
|
|
|
335 |
C |
p.
|
artikel
|
| 60 |
Recurrent transformer for rapid assessment of structural seismic resilience under mainshock–aftershock earthquakes
|
Zhang, Ruiyang
|
|
|
335 |
C |
p.
|
artikel
|
| 61 |
Research on wind resistance performance of a pipeline suspension bridge without wind cable in natural wind
|
Yu, Haiyan
|
|
|
335 |
C |
p.
|
artikel
|
| 62 |
Resilience assessment of linear transportation sections considering multi-dimensional time-varying couplings
|
Liu, Zi-yu
|
|
|
335 |
C |
p.
|
artikel
|
| 63 |
Seismic behaviour of prefabricated square reinforced concrete-filled steel tubular pier with a grouting sleeve connection
|
Ren, Xiaoqian
|
|
|
335 |
C |
p.
|
artikel
|
| 64 |
Seismic design of self-centering prestressed concrete frames with sliding infill walls: Parameter analysis and seismic demand prediction
|
Zhu, Ruizhao
|
|
|
335 |
C |
p.
|
artikel
|
| 65 |
Seismic performance of precast columns with polymer concrete filled ducts accelerated bridge construction connections: An experimental study
|
Aboukifa, Mahmoud
|
|
|
335 |
C |
p.
|
artikel
|
| 66 |
Seismic performance of precast frame with RC beam and spliced CFST column under cyclic loading
|
Yang, Yong
|
|
|
335 |
C |
p.
|
artikel
|
| 67 |
Seismic performance of square concrete-filled steel tubular columns with stirrups: Experimental, numerical, and restoring force model analysis
|
Zhang, Shaosong
|
|
|
335 |
C |
p.
|
artikel
|
| 68 |
Seismic retrofitting of an existing non-ductile open-ground story RC frame by partial infilling with RC shear walls: An experimental study
|
Mallikarjuna, Abhilash
|
|
|
335 |
C |
p.
|
artikel
|
| 69 |
Seismic steel frames enhanced with locally resonant metastructures for reduced embodied carbon
|
Zhang, Jiawei
|
|
|
335 |
C |
p.
|
artikel
|
| 70 |
Shaking table tests of double-layer micro-module data center: Structural responses and numerical simulation
|
Li, Zhen
|
|
|
335 |
C |
p.
|
artikel
|
| 71 |
Steel beams strengthened with novel bamboo scrimber stiffeners: Experimental investigation and mechanical behaviour
|
Liu, Hui
|
|
|
335 |
C |
p.
|
artikel
|
| 72 |
Steel-concrete-steel sandwich composite slabs for floating wind platforms: Punching shear performance
|
Gong, Weikang
|
|
|
335 |
C |
p.
|
artikel
|
| 73 |
Structural feasibility of segmental prestressed concrete box girders with multi-directional dry joints and unbonded tendons
|
Choi, Jin-Seok
|
|
|
335 |
C |
p.
|
artikel
|
| 74 |
Structural performance of the GFRP-reinforced precast concrete no-gap boat ramp plank
|
Ebrahimzadeh, Shahrad
|
|
|
335 |
C |
p.
|
artikel
|
| 75 |
Study on flexural performance of stainless steel-timber composite beams with different combination forms
|
Yang, Lu
|
|
|
335 |
C |
p.
|
artikel
|
| 76 |
Tensile self-locking behavior of reconfigurable origami structure
|
Shi, Changlong
|
|
|
335 |
C |
p.
|
artikel
|
| 77 |
The effects of the 2D aligned fibers on the fracture properties of steel fiber reinforced cementitious composite slab: Simulation and experimental validation
|
Yu, Kelai
|
|
|
335 |
C |
p.
|
artikel
|
| 78 |
The reinforcing effect of bonded post-tensioning tendons on the glulam beams without finger joints
|
Wang, Yuxuan
|
|
|
335 |
C |
p.
|
artikel
|
| 79 |
The three-dimensional flow of force in a damaged, skewed masonry arch railway bridge – Insights from fibre Bragg rosettes, videogrammetry, and modelling
|
Cocking, Sam
|
|
|
335 |
C |
p.
|
artikel
|
| 80 |
Time-varying seismic fragility and risk analysis of precast concrete bridges under the coupling of chloride corrosion and freeze-thaw cycles
|
Wang, Tongxing
|
|
|
335 |
C |
p.
|
artikel
|
| 81 |
Topological design of orthotropic structures subjected to dynamic loads
|
Habib, Sadam Houcine
|
|
|
335 |
C |
p.
|
artikel
|
| 82 |
Uncertainty quantification of seismic risk for an isolated large-scale dome structure
|
Zhang, Huidong
|
|
|
335 |
C |
p.
|
artikel
|
| 83 |
Visualization of spherical-cap debonding gaps in CFST using scanning eddy current thermography
|
Zou, Xingxing
|
|
|
335 |
C |
p.
|
artikel
|
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