| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
Accurate identification method and practical formula of suspender tension based on tri-segment suspender dynamic model
|
Xu, Bin
|
|
|
200 |
C |
p.
|
artikel
|
| 2 |
A comprehensive experimental-numerical investigation on the bending response of laminated double channel beams in modular buildings
|
Xu, Bo
|
|
|
200 |
C |
p.
|
artikel
|
| 3 |
Adhesively bonded glass-metal façade elements with composite structural behaviour under in-plane and out-of-plane loading
|
Silvestru, Vlad Alexandru
|
|
|
200 |
C |
p.
|
artikel
|
| 4 |
A forensic analysis of the Florida International University pedestrian bridge collapse using incident video footages
|
Peng, Weibing
|
|
|
200 |
C |
p.
|
artikel
|
| 5 |
A method for the treatment of second order effects in plastically-designed steel frames
|
Walport, F.
|
|
|
200 |
C |
p.
|
artikel
|
| 6 |
An elastoplastic bracing system for structural vibration control
|
Ismail, Mohammed
|
|
|
200 |
C |
p.
|
artikel
|
| 7 |
A new buckling-restrained brace with gap-supported tendon protection: Experiment and application
|
Wang, Chun-Lin
|
|
|
200 |
C |
p.
|
artikel
|
| 8 |
A new burst pressure model for thin-walled pipe elbows containing metal-loss corrosion defects
|
Wang, Qingguo
|
|
|
200 |
C |
p.
|
artikel
|
| 9 |
Are the nonlinear static procedures feasible for the seismic assessment of irregular existing masonry buildings?
|
Marino, Salvatore
|
|
|
200 |
C |
p.
|
artikel
|
| 10 |
A Shannon entropy approach for structural damage identification based on self-powered sensor data
|
Mousavi, Mohsen
|
|
|
200 |
C |
p.
|
artikel
|
| 11 |
A shear design model for RC beams strengthened with fabric reinforced cementitious matrix
|
Wakjira, Tadesse G.
|
|
|
200 |
C |
p.
|
artikel
|
| 12 |
A simplified retrofitting method based on seismic damage of a SDOF system equivalent to a damped braced building
|
Mazza, Fabio
|
|
|
200 |
C |
p.
|
artikel
|
| 13 |
Assessment of a cantilever bridge deck slab using multi-level assessment strategy and decision support framework
|
Shu, Jiangpeng
|
|
|
200 |
C |
p.
|
artikel
|
| 14 |
Bearing behavior of reinforced concrete column-isolated footing substructures
|
Zhang, Wang-Xi
|
|
|
200 |
C |
p.
|
artikel
|
| 15 |
Behavior of high strength concrete encased steel composite stub columns with C130 concrete and S690 steel
|
Lai, Binglin
|
|
|
200 |
C |
p.
|
artikel
|
| 16 |
Closure to “Discussion on ‘Strain compatibility in strength design of RC slabs’ by L.M. Gil-Martín, E. Hernández-Montes [Eng. Struct. 178 (2019) 423–435]
|
Gil-Martín, Luisa María
|
|
|
200 |
C |
p.
|
artikel
|
| 17 |
Collapse behavior of masonry domes under seismic loads: An adaptive NURBS kinematic limit analysis approach
|
Grillanda, N.
|
|
|
200 |
C |
p.
|
artikel
|
| 18 |
Comparative evaluation of foundation modeling for SSI analyses using two different ABC approaches: Applications to dams
|
Poul, Masoud K.
|
|
|
200 |
C |
p.
|
artikel
|
| 19 |
Comparative study on longitudinal shear resistance of light weight concrete composite slabs with profiled sheets
|
Aarthi, Dr.K.
|
|
|
200 |
C |
p.
|
artikel
|
| 20 |
Concrete pavements subjected to hail showers: A semi-analytical thermoelastic multiscale analysis
|
Wang, Hui
|
|
|
200 |
C |
p.
|
artikel
|
| 21 |
Curvature ductility of biaxially loaded reinforced concrete short columns
|
Breccolotti, Marco
|
|
|
200 |
C |
p.
|
artikel
|
| 22 |
Cyclic loading behaviors of novel RC beams with kinked rebar configuration
|
Qiang, Hanlin
|
|
|
200 |
C |
p.
|
artikel
|
| 23 |
Damage risk assessment of a high-rise building against multihazard of earthquake and strong wind with recorded data
|
Zheng, Xiao-Wei
|
|
|
200 |
C |
p.
|
artikel
|
| 24 |
Design criterion for the self-centering capacity of precast segmental UHPC bridge columns with unbonded post-tensioning tendons
|
Wang, Zhen
|
|
|
200 |
C |
p.
|
artikel
|
| 25 |
Double-skin concrete-timber-filled steel columns under compression
|
Ghanbari-Ghazijahani, Tohid
|
|
|
200 |
C |
p.
|
artikel
|
| 26 |
Editorial Board
|
|
|
|
200 |
C |
p.
|
artikel
|
| 27 |
Effect of cyclic flange local buckling on the capacity of steel members
|
Wu, Tung-Yu
|
|
|
200 |
C |
p.
|
artikel
|
| 28 |
Effect of flexural reinforcement type and ratio on the punching behavior of RC slab-column edge connections subjected to reversed-cyclic lateral loads
|
El-Gendy, Mohammed
|
|
|
200 |
C |
p.
|
artikel
|
| 29 |
Efficiency-based design of bending-active tied arches
|
Bessini, J.
|
|
|
200 |
C |
p.
|
artikel
|
| 30 |
Experimental and analytical investigation on flexural behaviour of ambient cured geopolymer concrete beams reinforced with steel fibers
|
Tran, Tung T.
|
|
|
200 |
C |
p.
|
artikel
|
| 31 |
Experimental and theoretical investigation on the hybrid CFRP-ECC flexural strengthening of RC beams with corroded longitudinal reinforcement
|
Hu, Biao
|
|
|
200 |
C |
p.
|
artikel
|
| 32 |
Experimental assessment and damage modelling of hybrid timber beam-to-steel column connections under cyclic loads
|
Sirumbal-Zapata, L.F.
|
|
|
200 |
C |
p.
|
artikel
|
| 33 |
Experimental investigation and design of extruded aluminium alloy T-stubs connected by swage-locking pins
|
Wang, Zhongxing
|
|
|
200 |
C |
p.
|
artikel
|
| 34 |
Experimental study on shear strengthening of shear critical RC beams using iron-based shape memory alloy strips
|
Montoya-Coronado, Luis A.
|
|
|
200 |
C |
p.
|
artikel
|
| 35 |
Feasible region of post-tensioning force for precast segmental post-tensioned UHPC bridge columns
|
Wang, Zhen
|
|
|
200 |
C |
p.
|
artikel
|
| 36 |
Flexural behavior of an innovative dovetail UHPC joint in composite bridges under negative bending moment
|
Qi, Jianan
|
|
|
200 |
C |
p.
|
artikel
|
| 37 |
Flexural behavior of three span continuous unbonded post-tensioned members with variable bonded reinforcement
|
Six, Philip
|
|
|
200 |
C |
p.
|
artikel
|
| 38 |
Flexural behaviour and strengths of press-braked S960 ultra-high strength steel channel section beams
|
Wang, Fangying
|
|
|
200 |
C |
p.
|
artikel
|
| 39 |
Flexural buckling behaviour of 690 MPa high strength steel H-section columns
|
Jiang, Jin
|
|
|
200 |
C |
p.
|
artikel
|
| 40 |
Form finding of continua shells with lattice spring models
|
Sá Marques, Tatiana
|
|
|
200 |
C |
p.
|
artikel
|
| 41 |
Influence of local deck vibrations on the evaluation of the maximum acceleration of a steel-concrete composite bridge for a high-speed railway
|
Matsuoka, Kodai
|
|
|
200 |
C |
p.
|
artikel
|
| 42 |
Investigating significance of various parameters affecting capacity of core drilled columns for safe core extraction
|
Manzur, Tanvir
|
|
|
200 |
C |
p.
|
artikel
|
| 43 |
Investigation of collapse of Florida International University (FIU) pedestrian bridge
|
Zhou, Xuhong
|
|
|
200 |
C |
p.
|
artikel
|
| 44 |
Investigation on seismic behavior of bridge piers with thin-walled rectangular hollow section using quasi-static cyclic tests
|
Sun, Zhiguo
|
|
|
200 |
C |
p.
|
artikel
|
| 45 |
Isolation design for slender ultra-high–voltage composite equipment using modal parameters considering multiple responses
|
Yang, Zhenyu
|
|
|
200 |
C |
p.
|
artikel
|
| 46 |
Lateral buckling of pipelines due to internal pressure: A geometrically nonlinear finite element analysis
|
Craveiro, Marina Vendl
|
|
|
200 |
C |
p.
|
artikel
|
| 47 |
Load model of historic traffic for fatigue life estimation of Norwegian railway bridges
|
Frøseth, Gunnstein T.
|
|
|
200 |
C |
p.
|
artikel
|
| 48 |
Macro synthetic fibers as reinforcement for deep beams with discontinuity regions: Experimental investigation
|
Kotecha, Payal
|
|
|
200 |
C |
p.
|
artikel
|
| 49 |
Modeling of RC shear walls strengthened with ultra-high performance fiber reinforced concrete (UHPFRC) jackets
|
Sakr, Mohammed A.
|
|
|
200 |
C |
p.
|
artikel
|
| 50 |
Multilevel seismic demand prediction for acceleration-sensitive non-structural components
|
Mohsenian, Vahid
|
|
|
200 |
C |
p.
|
artikel
|
| 51 |
Multi-stressor fatigue assessment of steel sign-support structures: A case study in Iowa
|
Arabi, Saeed
|
|
|
200 |
C |
p.
|
artikel
|
| 52 |
Numerical parametric study on ultimate load and ductility of concrete encased equal-leg angle steel composite columns
|
Zhang, Youyou
|
|
|
200 |
C |
p.
|
artikel
|
| 53 |
Pilot experimental and numerical studies on a novel retrofit scheme for steel joints against progressive collapse
|
Ghorbanzadeh, Benyamin
|
|
|
200 |
C |
p.
|
artikel
|
| 54 |
Plastic hinge behavior and rotation capacity in reinforced ductile concrete flexural members
|
Pokhrel, Mandeep
|
|
|
200 |
C |
p.
|
artikel
|
| 55 |
Progressive collapse simulation of the steel-concrete composite floor system considering ductile fracture of steel
|
Wang, Junjie
|
|
|
200 |
C |
p.
|
artikel
|
| 56 |
Redundancy of a mid-rise CFS composite shear wall building based on seismic response sensitivity analysis
|
Jiang, Liqiang
|
|
|
200 |
C |
p.
|
artikel
|
| 57 |
Seismic collapse assessment of stiffened steel plate shear walls using FEMA P695 methodology
|
Farahbakhshtooli, A.
|
|
|
200 |
C |
p.
|
artikel
|
| 58 |
Shake table tests of special concentric braced frames under short and long duration earthquakes
|
Hammad, Ali
|
|
|
200 |
C |
p.
|
artikel
|
| 59 |
Shear behavior of a novel cold-formed U-shaped steel and concrete composite beam
|
Zhao, Yi
|
|
|
200 |
C |
p.
|
artikel
|
| 60 |
Shear force magnification in reinforced concrete walls of high-rise buildings designed according to Eurocode 8
|
Pejovic, Jelena
|
|
|
200 |
C |
p.
|
artikel
|
| 61 |
Static load test on progressive collapse resistance of fully assembled precast concrete frame structure
|
Zhou, Yun
|
|
|
200 |
C |
p.
|
artikel
|
| 62 |
Static pushover response of spring anchored unbonded post-tensioned rocking systems
|
Al-Subaihawi, Safwan
|
|
|
200 |
C |
p.
|
artikel
|
| 63 |
Structural behaviour and design of high strength steel RHS X-joints
|
Lan, Xiaoyi
|
|
|
200 |
C |
p.
|
artikel
|
| 64 |
Study of the stability of weightless thin-walled straight columns under centrically applied terminal compressive force by using equivalent forces
|
Gil-Martín, L.M.
|
|
|
200 |
C |
p.
|
artikel
|
| 65 |
The effect of shape memory alloys on the ductility of exterior reinforced concrete beam-column joints using the damage plasticity model
|
Halahla, Abdulsamee M.
|
|
|
200 |
C |
p.
|
artikel
|
| 66 |
The influence of test conditions and mathematical assumptions on biaxial material parameters of fabrics
|
Van Craenenbroeck, Maarten
|
|
|
200 |
C |
p.
|
artikel
|
| 67 |
The mechano-sorptive creep behaviour of basalt FRP reinforced timber elements in a variable climate
|
O'Ceallaigh, Conan
|
|
|
200 |
C |
p.
|
artikel
|
| 68 |
Torsional warping elastostatic analysis of FGM beams with longitudinally varying material properties
|
Aminbaghai, Mehdi
|
|
|
200 |
C |
p.
|
artikel
|
| 69 |
Truss modeling of as-built and CFRP-repaired RC bridge columns subjected to combined cyclic lateral loading and torsion
|
Yang, Yang
|
|
|
200 |
C |
p.
|
artikel
|
| 70 |
Use of the cantilever beam vibration method for determining the elastic properties of maritime pine cross-laminated panels
|
Giaccu, Gian Felice
|
|
|
200 |
C |
p.
|
artikel
|
| 71 |
Vibration mitigation of stay cables using electromagnetic inertial mass dampers: Full-scale experiment and analysis
|
Li, Yamin
|
|
|
200 |
C |
p.
|
artikel
|
| 72 |
Wind induced interference factor of multirow cooling towers – A glimpse
|
Chitra Ganapathi, S.
|
|
|
200 |
C |
p.
|
artikel
|
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