| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A multi-criteria approach for selecting the seismic retrofit intervention for an existing structure accounting for expected losses and tax incentives in Italy
|
Caterino, Nicola
|
|
|
174 |
C |
p. 840-850
|
artikel
|
| 2 |
Analysis of flexural and shear resistance of ultra high performance fiber reinforced concrete beams without stirrups
|
Kodur, Venkatesh
|
|
|
174 |
C |
p. 873-884
|
artikel
|
| 3 |
Analytical prediction of seismic behavior of RC joints and columns under varying axial load
|
Shayanfar, Javad
|
|
|
174 |
C |
p. 792-813
|
artikel
|
| 4 |
Analytical solutions for rollover instability of concrete beams on elastomeric bearing pads
|
Krahl, Pablo Augusto
|
|
|
174 |
C |
p. 154-164
|
artikel
|
| 5 |
An integrated approach for predicting the shear capacity of fibre reinforced concrete beams
|
Barros, Joaquim A.O.
|
|
|
174 |
C |
p. 346-357
|
artikel
|
| 6 |
A simplified procedure for estimating nonlinear seismic demand of tall piers
|
Chen, Xu
|
|
|
174 |
C |
p. 778-791
|
artikel
|
| 7 |
Automatic determination of LQR weighting matrices for active structural control
|
Miyamoto, Kou
|
|
|
174 |
C |
p. 308-321
|
artikel
|
| 8 |
Behavior of large-scale FRP-confined rectangular RC columns under axial compression
|
Zeng, J.J.
|
|
|
174 |
C |
p. 629-645
|
artikel
|
| 9 |
Behavior of slender UHPC columns under eccentric loading
|
Hung, Chung-Chan
|
|
|
174 |
C |
p. 701-711
|
artikel
|
| 10 |
Behavior of thermally restrained RC beams in case of fire
|
Albuquerque, Gabriela L.
|
|
|
174 |
C |
p. 407-417
|
artikel
|
| 11 |
Buckling mechanism of steel core and global stability design method for fixed-end buckling-restrained braces
|
Lu, Junkai
|
|
|
174 |
C |
p. 447-461
|
artikel
|
| 12 |
Characterization of translating tornado-induced pressures and responses of a low-rise building frame based on measurement data
|
Feng, Changda
|
|
|
174 |
C |
p. 495-508
|
artikel
|
| 13 |
Construction sequence analysis of long-span cable-stayed bridges
|
Granata, Michele Fabio
|
|
|
174 |
C |
p. 267-281
|
artikel
|
| 14 |
Core behavior and low-cycle fatigue estimation of the Perforated Core Buckling-Restrained Brace
|
Cahís, X.
|
|
|
174 |
C |
p. 126-138
|
artikel
|
| 15 |
Corrigendum to “Modelling one-way out-of-plane response of single leaf and cavity walls” [Eng. Struct. 167 (2018) 241–255]
|
Tomassetti, U.
|
|
|
174 |
C |
p. 932
|
artikel
|
| 16 |
Design of railway bridges for dynamic loads due to high-speed traffic
|
Schneider, Sebastian
|
|
|
174 |
C |
p. 396-406
|
artikel
|
| 17 |
Design of three Step Joint typologies: Review of European standardized approaches
|
Branco, Jorge M.
|
|
|
174 |
C |
p. 573-585
|
artikel
|
| 18 |
Determination of the dynamic load factors for crowd jumping using motion capture technique
|
Li, Guo
|
|
|
174 |
C |
p. 1-9
|
artikel
|
| 19 |
Development of an iron-based shape memory alloy (Fe-SMA) strengthening system for steel plates
|
Izadi, M.R.
|
|
|
174 |
C |
p. 433-446
|
artikel
|
| 20 |
Dual cohesive elements for 3D modelling of synthetic fibre-reinforced concrete
|
Manca, Mirko
|
|
|
174 |
C |
p. 851-860
|
artikel
|
| 21 |
Dynamic monitoring of a concrete arch dam during the first filling of the reservoir
|
Pereira, Sérgio
|
|
|
174 |
C |
p. 548-560
|
artikel
|
| 22 |
Editorial Board
|
|
|
|
174 |
C |
p. ii
|
artikel
|
| 23 |
Effect of axial force-bending moment interaction on stochastic nonzero mean seismic response of reinforced concrete frames
|
Colangelo, Felice
|
|
|
174 |
C |
p. 139-153
|
artikel
|
| 24 |
Effect of corrosion damage on seismic behaviour of existing reinforced concrete beam-column sub-assemblages
|
Kanchanadevi, A.
|
|
|
174 |
C |
p. 601-617
|
artikel
|
| 25 |
Effect of web reinforcement on the seismic response of concrete squat walls reinforced with glass-FRP bars
|
Arafa, Ahmed
|
|
|
174 |
C |
p. 712-723
|
artikel
|
| 26 |
Energy-based sidesway collapse fragilities for ductile structural frames under earthquake loadings
|
Deniz, Derya
|
|
|
174 |
C |
p. 282-294
|
artikel
|
| 27 |
Enhanced moment and shear recovery for classic beams and frames
|
Akin, J.E.
|
|
|
174 |
C |
p. 814-825
|
artikel
|
| 28 |
Enhancing the teaching of elastic buckling using additive manufacturing
|
Virgin, Lawrence N.
|
|
|
174 |
C |
p. 338-345
|
artikel
|
| 29 |
Evaluating the consistency between prescriptive and performance-based seismic design approaches for reinforced concrete moment frame buildings
|
Sattar, Siamak
|
|
|
174 |
C |
p. 919-931
|
artikel
|
| 30 |
Experimental and numerical investigation on seismic performance of corroded welded steel connections
|
Wang, Hao
|
|
|
174 |
C |
p. 10-25
|
artikel
|
| 31 |
Experimental and numerical studies on the structural response of normal strength concrete slabs subjected to blast loading
|
Kristoffersen, Martin
|
|
|
174 |
C |
p. 242-255
|
artikel
|
| 32 |
Experimental determination of the lateral stability and shear failure limit states of bridge rubber bearings
|
Gauron, Olivier
|
|
|
174 |
C |
p. 39-48
|
artikel
|
| 33 |
Experimental investigation of unequal-depth-beam-to-column joints with t-shape connector
|
Mou, Ben
|
|
|
174 |
C |
p. 663-674
|
artikel
|
| 34 |
Experimental investigation on ferritic stainless steel composite slabs
|
Arrayago, I.
|
|
|
174 |
C |
p. 538-547
|
artikel
|
| 35 |
Experimental investigation on the combined effect of dowel misalignment and cyclic wheel loading on dowel bar performance in JPCP
|
Al-Humeidawi, Basim H.
|
|
|
174 |
C |
p. 256-266
|
artikel
|
| 36 |
Experimental study of steel-timber composite (STC) beam to steel column joints having a flush end-plate
|
Keipour, N.
|
|
|
174 |
C |
p. 906-918
|
artikel
|
| 37 |
Experimental study on H-section steel beam-columns under cyclic biaxial bending considering the effect of local buckling
|
Cheng, Xin
|
|
|
174 |
C |
p. 826-839
|
artikel
|
| 38 |
Exploratory study of adopting longitudinal column reinforcement details as a design-controllable tool to seismic behavior of exterior RC beam-column joints
|
Fahmy, Mohamed F.M.
|
|
|
174 |
C |
p. 95-110
|
artikel
|
| 39 |
Fatigue life improvement of steel structures using self-prestressing CFRP/SMA hybrid composite patches
|
Abdy, Abduljabbar I.
|
|
|
174 |
C |
p. 358-372
|
artikel
|
| 40 |
FEA model for the simulation of the hydration process and temperature evolution during the concreting of an arch dam
|
Castilho, Eloísa
|
|
|
174 |
C |
p. 165-177
|
artikel
|
| 41 |
Finite element limit analysis of slabs including limitations on shear forces
|
Jensen, Thomas Westergaard
|
|
|
174 |
C |
p. 896-905
|
artikel
|
| 42 |
Finite element modelling approach for precast reinforced concrete beam-to-column connections under cyclic loading
|
Feng, De-Cheng
|
|
|
174 |
C |
p. 49-66
|
artikel
|
| 43 |
Fire design of post-installed bonded rebars: Full-scale validation test on a 2.94 × 2 × 0.15 m3 concrete slab subjected to ISO 834-1 fire
|
Lahouar, Mohamed Amine
|
|
|
174 |
C |
p. 81-94
|
artikel
|
| 44 |
Grooving methods in square RC columns strengthened with longitudinal CFRP under cyclic axial compression
|
Saljoughian, Alireza
|
|
|
174 |
C |
p. 724-735
|
artikel
|
| 45 |
Higher mode seismic structure-soil-structure interaction between adjacent building during earthquakes
|
Vicencio, Felipe
|
|
|
174 |
C |
p. 322-337
|
artikel
|
| 46 |
Improved prediction of long-term prestress loss in unbonded prestressed concrete members
|
Páez, Pablo M.
|
|
|
174 |
C |
p. 111-125
|
artikel
|
| 47 |
Influence of simultaneous multi-axial ground excitation and a compliant base on the response of a non-structural component with multiple supports
|
Lim, Ellys
|
|
|
174 |
C |
p. 618-628
|
artikel
|
| 48 |
In-plane cyclic behavior of structural insulated panel wood walls including slit steel connectors
|
Purasinghe, Rupa
|
|
|
174 |
C |
p. 178-197
|
artikel
|
| 49 |
Investigating the resistance of reinforced barriers to high velocity projectiles
|
Pavlovic, A.
|
|
|
174 |
C |
p. 384-395
|
artikel
|
| 50 |
Mitigating seismic response of RC moment resisting frames using steel energy-dissipative columns
|
Li, Yan-Wen
|
|
|
174 |
C |
p. 586-600
|
artikel
|
| 51 |
Modal analysis and dynamic response of two adjacent single-degree-of-freedom systems linked by spring-dashpot-inerter elements
|
Basili, Michela
|
|
|
174 |
C |
p. 736-752
|
artikel
|
| 52 |
Numerical analysis and cable activation in hybrid bending-active structures with multiple cables
|
Phocas, Marios C.
|
|
|
174 |
C |
p. 561-572
|
artikel
|
| 53 |
Numerical investigation of creep and shrinkage effects on minimum reinforcement of concentrically and eccentrically loaded RC columns
|
Kim, Chang-Soo
|
|
|
174 |
C |
p. 509-525
|
artikel
|
| 54 |
Numerical study on mechanical and adhesive splices for ribbed GFRP plates used in concrete beams
|
Jawdhari, Akram
|
|
|
174 |
C |
p. 478-494
|
artikel
|
| 55 |
Prediction of reinforcement corrosion due to chloride ingress and its effects on serviceability
|
Hájková, Karolina
|
|
|
174 |
C |
p. 768-777
|
artikel
|
| 56 |
Probabilistic inelastic seismic demand spectra for large-span planar steel structures subjected to vertical ground motions
|
Xiang, Yang
|
|
|
174 |
C |
p. 646-662
|
artikel
|
| 57 |
Quantifying transient creep effects on fire response of reinforced concrete columns
|
Alogla, S.
|
|
|
174 |
C |
p. 885-895
|
artikel
|
| 58 |
Reliability analysis of embankment dam sliding stability using the sparse polynomial chaos expansion
|
Guo, Xiangfeng
|
|
|
174 |
C |
p. 295-307
|
artikel
|
| 59 |
Seismic fragility analysis of jacket type offshore platforms considering soil-pile-structure interaction
|
Ajamy, A.
|
|
|
174 |
C |
p. 198-211
|
artikel
|
| 60 |
Seismic performance and fragility functions of a 3D steel-concrete composite structure made of high-strength steel
|
Tondini, N.
|
|
|
174 |
C |
p. 373-383
|
artikel
|
| 61 |
Seismic performance of skewed bridges with simultaneous effects of pounding and supporting soil
|
Kun, Chern
|
|
|
174 |
C |
p. 26-38
|
artikel
|
| 62 |
Seismic response of potential transformers and mitigation using innovative multiple tuned mass dampers
|
Wen, Bai
|
|
|
174 |
C |
p. 67-80
|
artikel
|
| 63 |
Seismic retrofit of exterior RC beam-column joint using diagonal haunch
|
Zabihi, Alireza
|
|
|
174 |
C |
p. 753-767
|
artikel
|
| 64 |
Shear behavior of adobe and rammed earth walls of heritage structures
|
Reyes, Juan C.
|
|
|
174 |
C |
p. 526-537
|
artikel
|
| 65 |
Shear resistance of RC circular members with FRP discrete hoops versus spirals
|
Ali, Ahmed H.
|
|
|
174 |
C |
p. 688-700
|
artikel
|
| 66 |
Shear response of trapezoidal profiled webs in girders with concrete-filled RHS flanges
|
Wang, Zhi-Yu
|
|
|
174 |
C |
p. 212-228
|
artikel
|
| 67 |
Simplified expressions for elastic lateral torsional buckling of wooden beams
|
Sahraei, Arash
|
|
|
174 |
C |
p. 229-241
|
artikel
|
| 68 |
Simplified structural design and LCA of reinforced concrete beams strengthening techniques
|
Palacios-Munoz, B.
|
|
|
174 |
C |
p. 418-432
|
artikel
|
| 69 |
Stochastic optimization of graphite-flax/epoxy hybrid laminated composite for maximum fundamental frequency and minimum cost
|
Savran, Melih
|
|
|
174 |
C |
p. 675-687
|
artikel
|
| 70 |
Structural behavior of supported tubular bus structure in substations under seismic loading
|
Sun, Qilin
|
|
|
174 |
C |
p. 861-872
|
artikel
|
| 71 |
Wind-load fragility analysis of monopole towers by Layered Stochastic-Approximation-Monte-Carlo method
|
Giaccu, Gian Felice
|
|
|
174 |
C |
p. 462-477
|
artikel
|
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