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                             91 gevonden resultaten
nr titel auteur tijdschrift jaar jaarg. afl. pagina('s) type
1 Advanced numerical modelling of light-gauge steel framed walls subject to eccentric compression Peiris, Mithum

256 C p.
artikel
2 A hybrid deterministic-probabilistic approach for the characteristic crack widths and crack spacings in reinforced concrete tension and flexural members Sturm, A.B.

256 C p.
artikel
3 A modal decomposition approach for experimental buckling analysis of thin-walled lipped channel columns de Salles, Guilherme C.

256 C p.
artikel
4 Analysis and design of two-way slabs strengthened in flexure with FRCM Kadhim, Majid M.A.

256 C p.
artikel
5 An innovated theory and closed form solutions for the elastic lateral torsional buckling analysis of steel beams/columns strengthened with symmetrically balanced GFRP laminates Van Pham, Phe

256 C p.
artikel
6 An innovative pendulum-type column-in-column (PCIC) system for structural vibration control induced by seismic ground excitations Fang, Xiaojun

256 C p.
artikel
7 A programmable origami-inspired space deployable structure with curved surfaces Wang, Chunlong

256 C p.
artikel
8 A series of elasticity solutions for flexural responses of functionally graded annular sector plates Shen, Lulu

256 C p.
artikel
9 Asymmetrical friction damper to improve seismic behavior of tension-only braces: An experimental and analytical study Gu, Zi

256 C p.
artikel
10 Axial-load response of CFST stub columns with external stainless steel and recycled aggregate concrete: Testing, mechanism analysis and design Zhang, Wen-Hao

256 C p.
artikel
11 Bayesian inference of dense structural response using vision-based measurements Gomez, Fernando

256 C p.
artikel
12 Characterization of the modal response using Deep recurrent neural networks González, Wladimir M.

256 C p.
artikel
13 Cyclic tests of full-scale fiber-reinforced concrete (FRC) walls with steel and hybrid fibers for low-rise buildings Correal, Juan F.

256 C p.
artikel
14 Data-driven approach for post-earthquake condition and reliability assessment with approximate Bayesian computation Ni, Pinghe

256 C p.
artikel
15 Design, fabrication, and dynamic testing of a large-scale outdoor aeroelastic model of a long-span cable-stayed bridge Ma, Zhaoyu

256 C p.
artikel
16 Design procedure to bearing concrete failure in composite cold-formed steel columns with riveted bolt shear connectors Ribeiro dos Santos, Lucas

256 C p.
artikel
17 Development, simulation, and validation of sliding self-centering steel brace with NiTi SMA wires Sun, Guohua

256 C p.
artikel
18 3D meso-scale modelling of the bonding failure between corroded ribbed steel bar and concrete Liu, Mengjia

256 C p.
artikel
19 3D semi-analytical solution of hygro-thermo-mechanical multilayered doubly-curved shells Monge, J.C.

256 C p.
artikel
20 Dynamic stability of graded graphene reinforced truncated conical shells under both periodic spinning speeds and axial loads considering thermal effects Li, X.

256 C p.
artikel
21 Editorial Board
256 C p.
artikel
22 Effect of spew adhesive and beveling substrate geometrical shape on stresses in a bonded single lap joint Djebbar, Noureddine

256 C p.
artikel
23 Effect of web openings on timber composite beams: Testing and analytical modelling Karimi-Nobandegani, Amir

256 C p.
artikel
24 Equivalent frame idealization of walls with irregular openings in masonry buildings Cattari, Serena

256 C p.
artikel
25 Experimental analysis of shear-lag effect in reinforced concrete T-beams Zanuy, Carlos

256 C p.
artikel
26 Experimental and numerical analyses of seismic behavior of concrete shear wall with opening accompanied by steel frame and eccentric encased steel braces Badri Benam, Masoud

256 C p.
artikel
27 Experimental and numerical investigation of the progressive collapse of precast reinforced concrete frame substructures with wet connections Liu, Yilin

256 C p.
artikel
28 Experimental and numerical investigation on the anti-progressive collapse performance of fabricated connection with CFST column and composite beam Zheng, Long

256 C p.
artikel
29 Experimental and numerical investigations of two-way LVL–concrete composite plates with various support conditions Jaaranen, Joonas

256 C p.
artikel
30 Experimental and numerical study of the ductility of open-rib and reentrant composite slabs Soltanalipour, Milad

256 C p.
artikel
31 Experimental and theoretical investigations of the existing reinforced concrete frames retrofitted with the novel external SC-PBSPC BRBF sub-structures Cao, Xu-Yang

256 C p.
artikel
32 Experimental determination of sectional forces in impact tests: Application to composite RC-HPFRCC beams Zanuy, Carlos

256 C p.
artikel
33 Experimental evaluation of post-tensioned bridge bent under cyclic loads and comparison to hybrid bridge bents Dangol, I.

256 C p.
artikel
34 Experimental research on seismic damage of cross-shaped CFST column to steel beam joints Li, Hechao

256 C p.
artikel
35 Experimental study of fibre-reinforced TRC shear strengthening applications on non-stirrup reinforced concrete T-beams Rossi, Edoardo

256 C p.
artikel
36 Experimental study on cold-formed steel built-up section beam-columns experiencing non-uniform bending Li, Qiu-Yun

256 C p.
artikel
37 Experimental study on pre-damaged RC beams shear-strengthened with textile-reinforced mortar (TRM) Guo, Liying

256 C p.
artikel
38 Experimental study on seismic performance of prefabricated viscoelastic damping bolted joints He, Zefeng

256 C p.
artikel
39 Experimental testing and analytical modelling of single and double post-tensioned CLT shear walls Brown, Justin R.

256 C p.
artikel
40 Experiments and numerical predictions of cold-formed steel members with web perforations under combined compression and minor axis bending Ren, Chong

256 C p.
artikel
41 Fatigue performance of the welded details of an old, demolished steel railway bridge Ahola, Antti

256 C p.
artikel
42 Fibre optic measurements and model uncertainty quantification for Fe-SMA strengthened concrete structures Schranz, Bernhard

256 C p.
artikel
43 Flexural behavior of RC beams externally bonded with polyethylene terephthalate (PET) fiber reinforced polymer (FRP) laminates Hawileh, Rami A.

256 C p.
artikel
44 Flexural behaviour of thin textile reinforced concrete slabs enhanced by chemical prestressing Zdanowicz, Katarzyna

256 C p.
artikel
45 Flexural fatigue mechanism of steel-SFRC composite deck slabs subjected to hogging moments Xiang, Da

256 C p.
artikel
46 Flexural strengthening of reinforced concrete beams using geopolymer-bonded small-diameter CFRP bars Peng, Kai-Di

256 C p.
artikel
47 Hysteretic performance of dovetail profiled steel–concrete composite sandwich shear walls Zhang, Sumei

256 C p.
artikel
48 Improvement of progressive collapse resistance for a steel frame system with beam–web opening Qiao, Huiyun

256 C p.
artikel
49 Influence of localised corrosion on the cyclic response of reinforced concrete columns Rinaldi, Zila

256 C p.
artikel
50 In-Plane measurements using a novel streamed digital image correlation for shake table test of steel structures controlled with MR dampers Wani, Zubair Rashid

256 C p.
artikel
51 Lateral hysteretic behavior of a novel metal rubber bridge bearing Xia, Xiushen

256 C p.
artikel
52 Low-rise steel moment frames with energy-dissipating exterior walls: Computer modelling and seismic performance assessment Hou, Hetao

256 C p.
artikel
53 Modal properties identification of damped bridge using improved vehicle scanning method Yang, D.S.

256 C p.
artikel
54 Multi-criteria assessment of a high-performance glulam through numerical simulation Gomez-Ceballos, Wilberth G.

256 C p.
artikel
55 Multifiber finite element model based on enhanced concrete constitutive law to account for the effects of early age damage on the seismic response of RC structures Jaafari, Chaimaa

256 C p.
artikel
56 Multi-parameter inverse analysis of concrete dams using kernel extreme learning machines-based response surface model Kang, Fei

256 C p.
artikel
57 Multiscale analysis of tire and asphalt pavement interaction via coupling FEM–DEM simulation Ge, Haitao

256 C p.
artikel
58 Novel informational bat-ANN model for predicting punching shear of RC flat slabs without shear reinforcement Faridmehr, I.

256 C p.
artikel
59 On the relevance of incorporating bar slip, bar buckling and low-cycle fatigue effects in seismic fragility assessment of RC bridge piers Bouazza, H.

256 C p.
artikel
60 Overall response of 2-ply laminated glass plates under out-of-plane loading Biolzi, Luigi

256 C p.
artikel
61 Prestressed stayed beam–columns under eccentric compression: Behaviour and prestress optimization Wu, Kaidong

256 C p.
artikel
62 Quasi-static experimental study on flexural performance of aluminum-reinforced laminated glass beams Zhang, Dejun

256 C p.
artikel
63 Reduced order modeling of soft-body impact on glass panels Andersson, Linus

256 C p.
artikel
64 Re-evaluation of shear strength design code provisions of RC beams with shear reinforcements Yu, Bo

256 C p.
artikel
65 Residual displacements of reinforced concrete walls detailed with conventional steel and shape memory alloy rebars Hoult, Ryan D.

256 C p.
artikel
66 Retraction Notice to “Shear and flexural performance of low, normal and high-strength concrete beams reinforced with longitudinal SMA, GFRP and steel rebars” [Eng. Struct. 221 (2020) 111086] Karimipour, Arash

256 C p.
artikel
67 Reversed cyclic tests on precast concrete shear walls with grouted corrugated metallic duct connections Xue, Weichen

256 C p.
artikel
68 Seismic behavior of full-scale wall piers with high-strength steel reinforcement Yang, Cancan

256 C p.
artikel
69 Seismic benefits of deformable connections between a frame structure and an external structure with inerter Di Egidio, Angelo

256 C p.
artikel
70 Seismic performance of circular RC columns strengthened in flexure using NSM reinforcement and externally bonded BFRP sheets Zeng, Xinggui

256 C p.
artikel
71 Seismic performance of light steel-natural timber composite beam-column joint in low-rise buildings Wang, Xiaodun

256 C p.
artikel
72 Seismic performance of Unbonded Fiber-Reinforced Elastomeric Isolators (UFREI) made by recycled rubber. Influence of suboptimal crosslinking Habieb, A.B.

256 C p.
artikel
73 Seismic reliability of base isolated systems: sensitivity to design choices Micozzi, F.

256 C p.
artikel
74 Seismic response of grid tubular-double steel plate concrete composite shear walls and combined system subjected to low reversed cyclic loading Ge, Wenjie

256 C p.
artikel
75 Shakedown analysis of bounded kinematic hardening engineering structures under complex cyclic loads: Theoretical aspects and a direct approach Peng, Heng

256 C p.
artikel
76 Shaking table tests and parametric analysis of dynamic interaction between soft soil and structure group Wang, Jishuai

256 C p.
artikel
77 Shear load capacity prediction of unperforated and perforated partially grouted masonry walls Medeiros, Klaus A.S.

256 C p.
artikel
78 Simplified expressions for reliability assessments in code calibration Arrayago, Itsaso

256 C p.
artikel
79 Simulation and experimental verification of an original full-scale bamboo truss Pradhan, Nischal P.N.

256 C p.
artikel
80 Steel-reinforced resin for bolted shear connectors: Confined behaviour under quasi-static cyclic loading Pedrosa, Bruno

256 C p.
artikel
81 Stress analysis of a bolted finite dimensions plate under bearing-bypass load interaction using the Airy stress function Nguyen-Hoang, M.

256 C p.
artikel
82 Strut-and-tie model for predicting shear strength of squat shear walls under earthquake loads Chetchotisak, Panatchai

256 C p.
artikel
83 Surrogate-based fragility analysis and probabilistic optimisation of cable-stayed bridges subject to seismic loads Franchini, Andrea

256 C p.
artikel
84 The brain as a structure: A model of how fluid–structure interactions stiffen brain tissue after injury Feng, Yuan

256 C p.
artikel
85 The effects of initial stresses on nonlinear dynamic response of high arch dams subjected to far-field underwater explosion Pan, Xinhao

256 C p.
artikel
86 Topology optimization of horizontally curved box girder diaphragms Nassr, Amr A.

256 C p.
artikel
87 Uncertainty quantification of modal parameter estimates obtained from subspace identification: An experimental validation on a laboratory test of a large-scale wind turbine blade Greś, Szymon

256 C p.
artikel
88 Uniaxial failure mechanism and design strength of high-strength welded hollow spherical joint Xing, Jihui

256 C p.
artikel
89 Unsupervised learning-based damage assessment of full-scale civil structures under long-term and short-term monitoring Hassan Daneshvar, Mohammad

256 C p.
artikel
90 Vibration performance assessment of deteriorating footbridges: A study of Tunja’s public footbridges Rodríguez-Suesca, A.E.

256 C p.
artikel
91 Wind-induced tension and deflection of multi-span bundled transmission conductors using aeroelastic model wind tunnel test Song, Jie

256 C p.
artikel
                             91 gevonden resultaten
 
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