| no |
title |
author |
magazine |
year |
volume |
issue |
page(s) |
type |
| 1 |
A formulation to reduce mesh dependency in FE analyses of RC structures under imposed deformations
|
Sousa, Carlos
|
|
2017
|
132 |
C |
p. 443-455
|
article
|
| 2 |
Analysis of reinforced concrete beams strengthened using concrete jackets
|
Alhadid, M. Monir A.
|
|
2017
|
132 |
C |
p. 172-187
|
article
|
| 3 |
Analytical solution for free vibrations of rotating cylindrical shells having free boundary conditions
|
Alujević, N.
|
|
2017
|
132 |
C |
p. 152-171
|
article
|
| 4 |
An innovative numerical modeling strategy for the structural analysis of historical monumental buildings
|
Castellazzi, Giovanni
|
|
2017
|
132 |
C |
p. 229-248
|
article
|
| 5 |
Bayesian operational modal analysis and Markov chain Monte Carlo-based model updating of a factory building
|
Lam, Heung-Fai
|
|
2017
|
132 |
C |
p. 314-336
|
article
|
| 6 |
Behavior of two new moment resisting precast beam to column connections subjected to lateral loading
|
Bahrami, Saeed
|
|
2017
|
132 |
C |
p. 808-821
|
article
|
| 7 |
Bending tests on timber-concrete composite members made of beech laminated veneer lumber with notched connection
|
Boccadoro, Lorenzo
|
|
2017
|
132 |
C |
p. 14-28
|
article
|
| 8 |
Buckling behavior of CFRP-aluminum alloy hybrid tubes in axial compression
|
Feng, Peng
|
|
2017
|
132 |
C |
p. 624-636
|
article
|
| 9 |
Comprehensive investigation on the cause of a critical crack found in a diagonal member of a steel truss bridge
|
Wang, Q.
|
|
2017
|
132 |
C |
p. 659-670
|
article
|
| 10 |
Compression behavior of confined concrete masonry boundary elements
|
Obaidat, Ala' T.
|
|
2017
|
132 |
C |
p. 562-575
|
article
|
| 11 |
Compressive behavior of FRP-confined reinforced concrete columns
|
Eid, Rami
|
|
2017
|
132 |
C |
p. 518-530
|
article
|
| 12 |
Critical issues in parameter calibration of cyclic models for steel members
|
Chisari, Corrado
|
|
2017
|
132 |
C |
p. 123-138
|
article
|
| 13 |
Cyclic behavior of in-situ exterior beam-column subassemblies with cold joint in column
|
Roy, Biswajit
|
|
2017
|
132 |
C |
p. 822-833
|
article
|
| 14 |
Damage evaluation of lightly reinforced concrete walls in moment resisting frames under seismic loading
|
Yuniarsyah, Eko
|
|
2017
|
132 |
C |
p. 349-371
|
article
|
| 15 |
Design of rigid structures for wind using time series of demand-to-capacity indexes: Application to steel portal frames
|
Habte, Filmon
|
|
2017
|
132 |
C |
p. 428-442
|
article
|
| 16 |
Design of steel pipe-jacking based on buckling analysis by finite strip method
|
Zhen, Liang
|
|
2017
|
132 |
C |
p. 139-151
|
article
|
| 17 |
Development of CSMM-based shell element for reinforced concrete structures
|
Luu, C.H.
|
|
2017
|
132 |
C |
p. 778-790
|
article
|
| 18 |
Dynamic performance of existing double track railway bridges at resonance with the increase of the operational line speed
|
Moliner, E.
|
|
2017
|
132 |
C |
p. 98-109
|
article
|
| 19 |
Editorial Board
|
|
|
2017
|
132 |
C |
p. IFC
|
article
|
| 20 |
Experimental and analytical study of galloping of a slender tower
|
Zuo, Delong
|
|
2017
|
132 |
C |
p. 44-60
|
article
|
| 21 |
Experimental and numerical studies on a composite MR damper considering magnetic saturation effect
|
Zhang, Xiangcheng
|
|
2017
|
132 |
C |
p. 576-585
|
article
|
| 22 |
Experimental investigation of tri-axial self-centering reinforced concrete frame structures through shaking table tests
|
Cui, Ye
|
|
2017
|
132 |
C |
p. 684-694
|
article
|
| 23 |
Experimental research on the behaviour of concrete-to-concrete interfaces subjected to a combination of shear and bending moment
|
Cavaco, Eduardo
|
|
2017
|
132 |
C |
p. 278-287
|
article
|
| 24 |
Experimental study on the influence of hydraulic fracturing on high concrete gravity dams
|
Wang, Yang
|
|
2017
|
132 |
C |
p. 508-517
|
article
|
| 25 |
Experimental study on the rate-dependency of reinforced concrete structures using slow and real-time hybrid simulations
|
Chae, Yunbyeong
|
|
2017
|
132 |
C |
p. 648-658
|
article
|
| 26 |
Experiments on prefabricated segmental bridge piers with continuous longitudinal reinforcing bars
|
Shim, Changsu
|
|
2017
|
132 |
C |
p. 671-683
|
article
|
| 27 |
Incremental dynamic analysis with multi-modes for seismic performance evaluation of RC bridges
|
Chomchuen, Prakit
|
|
2017
|
132 |
C |
p. 29-43
|
article
|
| 28 |
Innovative composite steel-timber floors with prefabricated modular components
|
Loss, Cristiano
|
|
2017
|
132 |
C |
p. 695-713
|
article
|
| 29 |
Linear buckling of quadrangular and kagome gridshells: A comparative assessment
|
Mesnil, Romain
|
|
2017
|
132 |
C |
p. 337-348
|
article
|
| 30 |
Long term simulation of wind-induced fatigue loadings
|
Repetto, Maria Pia
|
|
2017
|
132 |
C |
p. 551-561
|
article
|
| 31 |
Masonry infill construction and retrofit technique for the infill-frame interaction mitigation: Test results
|
Preti, Marco
|
|
2017
|
132 |
C |
p. 597-608
|
article
|
| 32 |
Maximizing modal damping in layered structures via multi-objective topology optimization
|
Alfouneh, Mahmoud
|
|
2017
|
132 |
C |
p. 637-647
|
article
|
| 33 |
Modal behaviors and influencing factors analysis of inflated membrane structures
|
Hu, Yu
|
|
2017
|
132 |
C |
p. 413-427
|
article
|
| 34 |
New methodology for calculating damage variables evolution in Plastic Damage Model for RC structures
|
Alfarah, B.
|
|
2017
|
132 |
C |
p. 70-86
|
article
|
| 35 |
New obstruction lighting system for aviation safety
|
Pérez-Ocón, F.
|
|
2017
|
132 |
C |
p. 531-539
|
article
|
| 36 |
New performance-based seismic design method for structures with structural fuse system
|
Shoeibi, Shahrokh
|
|
2017
|
132 |
C |
p. 745-760
|
article
|
| 37 |
Numerical modelling of out-of-plane response of infilled frames: State of the art and future challenges for the equivalent strut macromodels
|
Asteris, P.G.
|
|
2017
|
132 |
C |
p. 110-122
|
article
|
| 38 |
Output-only computer vision based damage detection using phase-based optical flow and unscented Kalman filters
|
Cha, Y.-J.
|
|
2017
|
132 |
C |
p. 300-313
|
article
|
| 39 |
Rectangular steel silos: Finite element predictions of filling wall pressures
|
Goodey, R.J.
|
|
2017
|
132 |
C |
p. 61-69
|
article
|
| 40 |
Review of experimental cyclic tests on unreinforced and strengthened masonry spandrels and numerical modelling of their cyclic behaviour
|
Rinaldin, G.
|
|
2017
|
132 |
C |
p. 609-623
|
article
|
| 41 |
Seismic behavior of coupled column bridge RC piers: Experimental campaign
|
Monteiro, A.
|
|
2017
|
132 |
C |
p. 399-412
|
article
|
| 42 |
Seismic design of buckling-restrained brace welded end connection considering frame action effects: Theoretical, numerical and practical approaches
|
Zhao, Junxian
|
|
2017
|
132 |
C |
p. 761-777
|
article
|
| 43 |
Seismic performance of reinforced concrete squat walls with embedded cold-formed and thin walled steel truss
|
Wu, Yuntian
|
|
2017
|
132 |
C |
p. 714-732
|
article
|
| 44 |
Seismic response of precast structures with vertical cladding panels: The SAFECLADDING experimental campaign
|
Negro, Paolo
|
|
2017
|
132 |
C |
p. 205-228
|
article
|
| 45 |
Sensitivity analysis of Life Cycle Assessment to select reinforced concrete structures with one-way slabs
|
Ferreiro-Cabello, J.
|
|
2017
|
132 |
C |
p. 586-596
|
article
|
| 46 |
Service load analysis of composite frames using cracked span length frame element
|
Ramnavas, M.P.
|
|
2017
|
132 |
C |
p. 733-744
|
article
|
| 47 |
Shake table tests of steel towers supporting extremely long-span electricity transmission lines under spatially correlated ground motions
|
Tian, Li
|
|
2017
|
132 |
C |
p. 791-807
|
article
|
| 48 |
Short-to-intermediate slender pin-ended cold-formed steel equal-leg angle columns: Experimental investigation, numerical simulations and DSM design
|
Landesmann, Alexandre
|
|
2017
|
132 |
C |
p. 471-493
|
article
|
| 49 |
Static and dynamic analyses of insulated concrete sandwich panels using a unified non-linear finite element model
|
Hopkins, Paul M.
|
|
2017
|
132 |
C |
p. 249-259
|
article
|
| 50 |
Strengthening of RC slabs with reinforced concrete overlay on the tensile face
|
Fernandes, Hugo
|
|
2017
|
132 |
C |
p. 540-550
|
article
|
| 51 |
Structural behavior of a new moment-resisting DfD concrete connection
|
Xiao, Jianzhuang
|
|
2017
|
132 |
C |
p. 1-13
|
article
|
| 52 |
Systematic design of unbonded fiber reinforced elastomeric isolators
|
Ehsani, Behrang
|
|
2017
|
132 |
C |
p. 383-398
|
article
|
| 53 |
Three-dimensional progressive collapse analysis of reinforced concrete frame structures subjected to sequential column removal
|
Arshian, Amir Hossein
|
|
2017
|
132 |
C |
p. 87-97
|
article
|
| 54 |
Uncertainty quantification in the dynamics of a guyed mast subjected to wind load
|
Ballaben, Jorge S.
|
|
2017
|
132 |
C |
p. 456-470
|
article
|
| 55 |
Vector-IM-based assessment of alternative framing systems under bi-directional ground-motion
|
Málaga-Chuquitaype, C.
|
|
2017
|
132 |
C |
p. 188-204
|
article
|
| 56 |
Vibration-based damage detection for structural connections using incomplete modal data by Bayesian approach and model reduction technique
|
Yin, Tao
|
|
2017
|
132 |
C |
p. 260-277
|
article
|
| 57 |
Vibration tests of precompressed rubber springs and a flag-shaped smart damper
|
Choi, Eunsoo
|
|
2017
|
132 |
C |
p. 372-382
|
article
|
| 58 |
Vulnerability evaluation of scoured bridges under floods
|
Hung, Chung-Chan
|
|
2017
|
132 |
C |
p. 288-299
|
article
|
| 59 |
Wavelet-based analysis of mode shapes for statistical detection and localization of damage in beams using likelihood ratio test
|
Shahsavari, Vahid
|
|
2017
|
132 |
C |
p. 494-507
|
article
|
Journal description