| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A numerical study and proposed design rules for stress concentration factors of stainless steel hybrid tubular K-joints
|
Feng, Ran
|
|
|
233 |
C |
p.
|
artikel
|
| 2 |
Beam finite element for thin-walled box girders considering shear lag and shear deformation effects
|
Li, Xiayuan
|
|
|
233 |
C |
p.
|
artikel
|
| 3 |
Bi-axial behaviours of abraded and rehabilitated FRP decks as anisotropic plates under concentrated wheel loading
|
Sebastian, W.M.
|
|
|
233 |
C |
p.
|
artikel
|
| 4 |
Characterisation of the masonry building stock in Portugal for earthquake risk assessment
|
Lovon, Holger
|
|
|
233 |
C |
p.
|
artikel
|
| 5 |
Comparative study of the flexural behavior of steel fiber-reinforced lightweight aggregate concrete beams reinforced and prestressed with CFRP tendons
|
Wu, Tao
|
|
|
233 |
C |
p.
|
artikel
|
| 6 |
Comparitive study on the flexural behaviour of glulam built-up beams based on ambient and standard fire tests
|
Verma, Nishant
|
|
|
233 |
C |
p.
|
artikel
|
| 7 |
Connections placement optimization approach toward new prefabricated building systems
|
Baghdadi, Abtin
|
|
|
233 |
C |
p.
|
artikel
|
| 8 |
Constitutive model of high-performance bolts at elevated temperatures
|
Ban, Huiyong
|
|
|
233 |
C |
p.
|
artikel
|
| 9 |
Data-driven shear strength prediction of steel fiber reinforced concrete beams using machine learning approach
|
Rahman, Jesika
|
|
|
233 |
C |
p.
|
artikel
|
| 10 |
Design criteria for the folding implosion of high-rise RC buildings
|
Sun, Jinshan
|
|
|
233 |
C |
p.
|
artikel
|
| 11 |
Development of curved braces partially strengthened by induction heating
|
Liu, Yuan
|
|
|
233 |
C |
p.
|
artikel
|
| 12 |
Development of hybrid UHPC-NC beams: A numerical study
|
Kadhim, Majid M.A.
|
|
|
233 |
C |
p.
|
artikel
|
| 13 |
Developments in the use of Ultra High Performance Fiber Reinforced Concrete as strengthening material
|
Paschalis, Spyridon A.
|
|
|
233 |
C |
p.
|
artikel
|
| 14 |
Dynamic analysis methods for modelling timber assemblies subjected to blast loading
|
Viau, Christian
|
|
|
233 |
C |
p.
|
artikel
|
| 15 |
Economic vs environmental isocost and isoperformance curves for the seismic and energy improvement of buildings considering Life Cycle Assessment
|
Giresini, Linda
|
|
|
233 |
C |
p.
|
artikel
|
| 16 |
Editorial Board
|
|
|
|
233 |
C |
p.
|
artikel
|
| 17 |
Effect of loading history on axial cyclic behaviour of RC prisms representing wall boundary zones
|
Gokhale, R.A.
|
|
|
233 |
C |
p.
|
artikel
|
| 18 |
Enhancing the performance of stochastic subspace identification method via energy-oriented categorization of modal components
|
He, Y.C.
|
|
|
233 |
C |
p.
|
artikel
|
| 19 |
Experimental and numerical studies of tubular concrete structures subjected to blast loading
|
Kristoffersen, Martin
|
|
|
233 |
C |
p.
|
artikel
|
| 20 |
Experimental and numerical study on the deflection of multi-storey light-frame timber shear walls
|
Bagheri, M.M.
|
|
|
233 |
C |
p.
|
artikel
|
| 21 |
Experimental dynamic collapse response of post-and-beam mass timber frames under a sudden column removal scenario
|
Cheng, Xinyi
|
|
|
233 |
C |
p.
|
artikel
|
| 22 |
Experimental investigation and seismic fragility analysis of isolated highway bridges considering the coupled effects of pier height and elastomeric bearings
|
Wei, Wei
|
|
|
233 |
C |
p.
|
artikel
|
| 23 |
Experimental investigation of inclined RC pile groups under horizontal static and impact loads
|
Ye, Jia-Bin
|
|
|
233 |
C |
p.
|
artikel
|
| 24 |
Experimental investigation on flexural behavior of full-scale glued laminated bamboo (glubam)-concrete composite beams: A case study of using recycled concrete aggregates
|
Tesfaye Deresa, Simret
|
|
|
233 |
C |
p.
|
artikel
|
| 25 |
Experimental research on seismic behavior of concrete-filled reactive powder concrete tubular columns
|
Shan, B.
|
|
|
233 |
C |
p.
|
artikel
|
| 26 |
Experimental research on the progressive collapse resistance of concrete beam-column sub-assemblages reinforced with steel-FRP composite bar
|
Qin, Weihong
|
|
|
233 |
C |
p.
|
artikel
|
| 27 |
Experimental resistance of slab-column connections with prefabricated truss bars as punching shear reinforcement
|
Ferreira, Maurício P.
|
|
|
233 |
C |
p.
|
artikel
|
| 28 |
Experimental studies of embedment length of precast bridge pier with socket connection to pile cap
|
Xu, Yan
|
|
|
233 |
C |
p.
|
artikel
|
| 29 |
Experimental study on seismic behavior of prefabricated RC frame joints with T-shaped columns
|
Wang, Xin
|
|
|
233 |
C |
p.
|
artikel
|
| 30 |
Experimental study on the flexural behavior of RC beams strengthened with prestressed BFRP laminates
|
Liu, Changyuan
|
|
|
233 |
C |
p.
|
artikel
|
| 31 |
Failure analysis of a transmission line considering the joint probability distribution of wind speed and rain intensity
|
Fu, Xing
|
|
|
233 |
C |
p.
|
artikel
|
| 32 |
Finite Element model of concrete repaired by High Molecular Weight Methacrylate (HMWM)
|
Ji, K.
|
|
|
233 |
C |
p.
|
artikel
|
| 33 |
Flexural behavior of reinforced concrete T-section beams strengthened by NSM FRP bars
|
Zhang, Y.
|
|
|
233 |
C |
p.
|
artikel
|
| 34 |
Fragility analysis of rectangular and circular reinforced concrete columns under bidirectional multiple excitations
|
Salami, Mohammad Reza
|
|
|
233 |
C |
p.
|
artikel
|
| 35 |
Fragility functions for reinforced concrete columns incorporating recycled aggregates
|
Goksu, Caglar
|
|
|
233 |
C |
p.
|
artikel
|
| 36 |
Influence of Alkali-Silica reaction (ASR) on aggregate interlock and shear-friction behavior of reinforced concrete members
|
Fiset, M.
|
|
|
233 |
C |
p.
|
artikel
|
| 37 |
Innovative flitch sandwich beams with steel core under four-point bending
|
Nabati, Amin
|
|
|
233 |
C |
p.
|
artikel
|
| 38 |
Interference effects on aeroelastic responses and design wind loads of twin high-rise reinforced concrete chimneys
|
Su, Ning
|
|
|
233 |
C |
p.
|
artikel
|
| 39 |
Lateral Impact Resilient double concave Friction Pendulum (LIR-DCFP) bearing: Formulation, parametric study of the slider and three-dimensional numerical example
|
Auad, Gaspar
|
|
|
233 |
C |
p.
|
artikel
|
| 40 |
Limit fire analysis of 3D frame structures
|
Magisano, Domenico
|
|
|
233 |
C |
p.
|
artikel
|
| 41 |
Low-order model for impact load prediction on walls of navigation structures
|
Han, Ziqian
|
|
|
233 |
C |
p.
|
artikel
|
| 42 |
Maximum mean square response and critical orientation under bi-directional seismic excitation
|
Tsourekas, Athanasios
|
|
|
233 |
C |
p.
|
artikel
|
| 43 |
Modeling of FRCM strengthening systems externally applied on curved masonry substrates
|
Grande, Ernesto
|
|
|
233 |
C |
p.
|
artikel
|
| 44 |
Moving point load approximation from bridge response signals and its application to bridge Weigh-in-Motion
|
Cantero, Daniel
|
|
|
233 |
C |
p.
|
artikel
|
| 45 |
New edge connection technology for cross laminated timber (CLT) floor slabs promoting two-way action
|
Asselstine, Julian
|
|
|
233 |
C |
p.
|
artikel
|
| 46 |
Normalized shear strength of trapezoidal corrugated steel web dominated by local buckling
|
Wang, Tao
|
|
|
233 |
C |
p.
|
artikel
|
| 47 |
Numerical analysis of stresses in double-lap adhesive joint under thermo-mechanical load
|
Al-Ramahi, Nawres J.
|
|
|
233 |
C |
p.
|
artikel
|
| 48 |
Numerical modeling and behavior of ductile short-grouted reinforcing bar-to-foundation connections for precast concrete structures
|
Aragon, Theresa C.
|
|
|
233 |
C |
p.
|
artikel
|
| 49 |
Predicting single freestanding transmission tower time history response during complex wind input through a convolutional neural network based surrogate model
|
Xue, Jiayue
|
|
|
233 |
C |
p.
|
artikel
|
| 50 |
Probabilistic prediction model for RC bond failure mode
|
Soraghi, Ahmad
|
|
|
233 |
C |
p.
|
artikel
|
| 51 |
RC U-shaped walls subjected to in-plane, diagonal, and torsional loading: New experimental findings
|
Hoult, Ryan
|
|
|
233 |
C |
p.
|
artikel
|
| 52 |
Resistance functions for blast fragility quantification of reinforced concrete block masonry shear walls
|
Salem, Shady
|
|
|
233 |
C |
p.
|
artikel
|
| 53 |
Review of analytical studies on seismic fluid-structure interaction of base-supported cylindrical tanks
|
Yu, Ching-Ching
|
|
|
233 |
C |
p.
|
artikel
|
| 54 |
Seismic repair of deficient and code compliant bridge wall piers
|
Kunwar, Bhaskar
|
|
|
233 |
C |
p.
|
artikel
|
| 55 |
Shaking-table tests of a full-scale ten-story reinforced-concrete building (FY2015). Phase I: Free-standing system with base sliding and uplifting
|
Kajiwara, Koichi
|
|
|
233 |
C |
p.
|
artikel
|
| 56 |
Shear model mSM-c for slender reinforced concrete members without shear reinforcement subjected to fatigue loads
|
Tran, Ngoc Linh
|
|
|
233 |
C |
p.
|
artikel
|
| 57 |
Shear strength of reinforced concrete columns with five-spiral reinforcement
|
Ou, Yu-Chen
|
|
|
233 |
C |
p.
|
artikel
|
| 58 |
Study on the seismic performance of retrofitted RC frames with RC infill wall mega braces
|
Cheng, Shao-Ge
|
|
|
233 |
C |
p.
|
artikel
|
| 59 |
Temperature measurement assisted modal tracking of an instrumented building
|
González, Wladimir M.
|
|
|
233 |
C |
p.
|
artikel
|
| 60 |
Vibration attenuation in wind turbines: A proposed robust pendulum pounding TMD
|
Chapain, Suvash
|
|
|
233 |
C |
p.
|
artikel
|
| 61 |
Viscous inertial mass damper (VIMD) for seismic responses control of the coupled adjacent buildings
|
Lu, Lei
|
|
|
233 |
C |
p.
|
artikel
|
| 62 |
Wind characteristics and flutter performance of a long-span suspension bridge located in a deep-cutting gorge
|
Hu, Peng
|
|
|
233 |
C |
p.
|
artikel
|
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