no |
title |
author |
magazine |
year |
volume |
issue |
page(s) |
type |
1 |
A general spectral difference method for calculating the minimum safety distance to avoid the pounding of adjacent structures during earthquakes
|
Yu, Zhi-wu |
|
2017 |
150 |
C |
p. 646-655 |
article |
2 |
Analysis of Eduardo Torroja’s Tempul Aqueduct an important precursor of modern cable-stayed bridges, extradosed bridges and prestressed concrete
|
Lozano-Galant, Jose Antonio |
|
2017 |
150 |
C |
p. 955-968 |
article |
3 |
A new model for beam crack detection and localization using a discrete model
|
Khnaijar, Ahmed |
|
2017 |
150 |
C |
p. 221-230 |
article |
4 |
A novel brace with partial buckling restraint: An experimental and numerical investigation
|
Wang, Chun-Lin |
|
2017 |
150 |
C |
p. 190-202 |
article |
5 |
A performance-based design framework for the integrated collapse and non-collapse assessment of wind excited buildings
|
Chuang, Wei-Chu |
|
2017 |
150 |
C |
p. 746-758 |
article |
6 |
A refined modelling for thermal-induced upheaval buckling of continuously reinforced concrete pavements
|
Yang, Guotao |
|
2017 |
150 |
C |
p. 256-270 |
article |
7 |
A simplified analysis procedure for performance-based earthquake engineering of buildings
|
Huang, Yin-Nan |
|
2017 |
150 |
C |
p. 719-735 |
article |
8 |
A simplified procedure to estimate peak drift demands for mid-rise steel and R/C frames under narrow-band motions in terms of the spectral-shape-based intensity measure INp
|
Bojórquez, Edén |
|
2017 |
150 |
C |
p. 334-345 |
article |
9 |
Assessment of damage and residual load bearing capacity of a concrete slab after fire: Applied reliability-based methodology
|
Molkens, Tom |
|
2017 |
150 |
C |
p. 969-985 |
article |
10 |
Assessment of RC walls with cut-out openings strengthened by FRP composites using a rigid-plastic approach
|
Popescu, Cosmin |
|
2017 |
150 |
C |
p. 585-598 |
article |
11 |
A study on the simulation method for fatigue damage behavior of reinforced concrete structures
|
Liang, Junsong |
|
2017 |
150 |
C |
p. 25-38 |
article |
12 |
A theoretical study on the P-I diagram of framed monolithic glass window subjected to blast loading
|
Chen, Suwen |
|
2017 |
150 |
C |
p. 497-510 |
article |
13 |
Behavior of RC beams strengthened in shear with FRP and FRCM composites
|
Gonzalez-Libreros, J.H. |
|
2017 |
150 |
C |
p. 830-842 |
article |
14 |
Bridge natural frequency estimation by extracting the common vibration component from the responses of two vehicles
|
Nagayama, T. |
|
2017 |
150 |
C |
p. 821-829 |
article |
15 |
Centres of rigidity in multi-storey asymmetric diaphragm systems for general lateral static loading
|
Doudoumis, I.N. |
|
2017 |
150 |
C |
p. 39-51 |
article |
16 |
Collapse behavior of thin-walled corrugated tapered tubes
|
Alkhatib, Sami E. |
|
2017 |
150 |
C |
p. 674-692 |
article |
17 |
Comparison of curved prestressed concrete bridge population response between area and spine modeling approaches toward efficient seismic vulnerability analysis
|
Seo, Junwon |
|
2017 |
150 |
C |
p. 176-189 |
article |
18 |
Design theory of earthquake-resilient prefabricated sinusoidal corrugated web beam-column joint
|
Zhang, A.L. |
|
2017 |
150 |
C |
p. 665-673 |
article |
19 |
Development of box-shaped steel slit dampers for seismic retrofit of building structures
|
Lee, Joonho |
|
2017 |
150 |
C |
p. 934-946 |
article |
20 |
Dissipating and re-centring devices for portal-frame precast structures
|
Belleri, Andrea |
|
2017 |
150 |
C |
p. 736-745 |
article |
21 |
3D numerical analysis of column shortening and shore safety under construction of high-rise building
|
Lee, Yun |
|
2017 |
150 |
C |
p. 242-255 |
article |
22 |
Dynamic response of a non-structural component with three supports in multi-directional earthquakes
|
Lim, Ellys |
|
2017 |
150 |
C |
p. 143-152 |
article |
23 |
Editorial Board
|
|
|
2017 |
150 |
C |
p. IFC |
article |
24 |
Effect of moment gradient and load height with respect to centroid on the reliability of wide flange steel beams subject to elastic lateral torsional buckling
|
Eamon, Christopher D. |
|
2017 |
150 |
C |
p. 656-664 |
article |
25 |
Effects of roof height on local pressure and velocity coefficients on building roofs
|
Moravej, M. |
|
2017 |
150 |
C |
p. 693-710 |
article |
26 |
Enhancing the teaching of linear structural analysis using additive manufacturing
|
Virgin, Lawrence |
|
2017 |
150 |
C |
p. 135-142 |
article |
27 |
Experimental and analytical investigation of transition steel connections in traditional-style buildings
|
Qi, Liangjie |
|
2017 |
150 |
C |
p. 438-450 |
article |
28 |
Experimental and analytical studies of seismic response of highway bridges isolated by rate-dependent rubber bearings
|
Yuan, Yong |
|
2017 |
150 |
C |
p. 288-299 |
article |
29 |
Experimental and numerical investigation of the cyclic behaviour of an innovative prefabricated beam-to-column joint
|
Huang, Yufan |
|
2017 |
150 |
C |
p. 373-389 |
article |
30 |
Experimental assessment and numerical modelling of exterior non-conforming beam-column joints with plain bars
|
De Risi, Maria Teresa |
|
2017 |
150 |
C |
p. 115-134 |
article |
31 |
Experimental research on blast-resistance of one-way concrete slabs reinforced by BFRP bars under close-in explosion
|
Feng, Jiang |
|
2017 |
150 |
C |
p. 550-561 |
article |
32 |
Experimental studies of 3D RC substructures under exterior and corner column removal scenarios
|
Lim, Namyo Salim |
|
2017 |
150 |
C |
p. 409-427 |
article |
33 |
Fatigue performance of orthotropic steel-concrete composite deck with large-size longitudinal U-shaped ribs
|
Zhang, Qinghua |
|
2017 |
150 |
C |
p. 864-874 |
article |
34 |
Finite element model updating considering boundary conditions using neural networks
|
Park, Young-Soo |
|
2017 |
150 |
C |
p. 511-519 |
article |
35 |
Hencky bar-net model for plate buckling
|
Wang, C.M. |
|
2017 |
150 |
C |
p. 947-954 |
article |
36 |
High-cycle fatigue life prediction of reinforced concrete deep beams
|
Isojeh, Benard |
|
2017 |
150 |
C |
p. 12-24 |
article |
37 |
Improved design of transversally stiffened steel plate girders subjected to patch loading
|
Chacón, Rolando |
|
2017 |
150 |
C |
p. 774-785 |
article |
38 |
Infill walls with confining elements and horizontal reinforcement: An experimental study
|
Leal G., J.M. |
|
2017 |
150 |
C |
p. 153-165 |
article |
39 |
Influence of the asphalt pavement on the short-term static strength and long-term behaviour of RC slabs strengthened with externally bonded CFRP strips
|
Gallego, Juan Manuel |
|
2017 |
150 |
C |
p. 481-496 |
article |
40 |
In-plane shear compression behaviour of steel-glass composite beams with laminated glass webs
|
Wang, Zhi-Yu |
|
2017 |
150 |
C |
p. 892-904 |
article |
41 |
Interaction of plastic hinges in prestressed concrete bridges with corrugated steel webs
|
Chen, X.C. |
|
2017 |
150 |
C |
p. 359-372 |
article |
42 |
Inverse problems in structural safety analysis with combined probabilistic and non-probabilistic uncertainty models
|
Karuna, K. |
|
2017 |
150 |
C |
p. 166-175 |
article |
43 |
Investigation of grouted stainless steel SHS tubular X- and T-joints subjected to axial compression
|
Chen, Yu |
|
2017 |
150 |
C |
p. 318-333 |
article |
44 |
Investigations of tensile membrane action in beam-slab systems under progressive collapse subject to different loading configurations and boundary conditions
|
Pham, Anh Tuan |
|
2017 |
150 |
C |
p. 520-536 |
article |
45 |
Lateral load-displacement response of low strength CFRP-confined capsule-shaped columns
|
Bhowmik, T. |
|
2017 |
150 |
C |
p. 64-75 |
article |
46 |
Mean crack spacing modelling for RC tension elements
|
Kaklauskas, Gintaris |
|
2017 |
150 |
C |
p. 843-851 |
article |
47 |
Mixed model for the analytical determination of critical buckling load of passive reinforcement in compressed RC and FRC elements under monotonic loading
|
Pereiro-Barceló, Javier |
|
2017 |
150 |
C |
p. 76-90 |
article |
48 |
Modelling and probabilistic study of the residual stress of cold-formed hollow steel sections
|
Liu, Wenyu |
|
2017 |
150 |
C |
p. 986-995 |
article |
49 |
Modelling of masonry infilled RC frames subjected to cyclic loads: State of the art review and modelling with OpenSees
|
Mohammad Noh, Nurbaiah |
|
2017 |
150 |
C |
p. 599-621 |
article |
50 |
Moment redistribution in glass fiber reinforced polymer-reinforced concrete continuous beams subjected to unsymmetrical loading
|
Rahman, S.M. Hasanur |
|
2017 |
150 |
C |
p. 562-572 |
article |
51 |
Nondestructive method to predict the buckling load in elastic spherical shells
|
Nayyeri Amiri, Shahin |
|
2017 |
150 |
C |
p. 300-317 |
article |
52 |
Non-linear behaviour of masonry infilled RC frames: Influence of masonry mechanical properties
|
Perrone, Daniele |
|
2017 |
150 |
C |
p. 875-891 |
article |
53 |
Numerical modelling of steel-plate concrete composite shear walls
|
Nguyen, Nam H. |
|
2017 |
150 |
C |
p. 1-11 |
article |
54 |
Optimum design of outriggers in a tall building by alternating nonlinear programming
|
Kim, Han-Soo |
|
2017 |
150 |
C |
p. 91-97 |
article |
55 |
Out-of-plane static and dynamic response of masonry panels
|
Degli Abbati, Stefania |
|
2017 |
150 |
C |
p. 803-820 |
article |
56 |
Post-buckling of functionally graded microplates under mechanical and thermal loads using isogeomertic analysis
|
Thai, Son |
|
2017 |
150 |
C |
p. 905-917 |
article |
57 |
Probabilistic assessment of the ultimate load-bearing capacity in laterally restrained two-way reinforced concrete slabs
|
Arshian, Amir Hossein |
|
2017 |
150 |
C |
p. 52-63 |
article |
58 |
Progressive collapse of steel moment-resisting frame subjected to loss of interior column: Experimental tests
|
Li, Honghao |
|
2017 |
150 |
C |
p. 203-220 |
article |
59 |
Reliability assessment of reinforced concrete rectangular columns subjected to biaxial bending using the load contour method
|
Kim, Ji Hyeon |
|
2017 |
150 |
C |
p. 636-645 |
article |
60 |
Response spectrum-based method for calculating the reaction force of piers subjected to truck collisions
|
Chen, Lin |
|
2017 |
150 |
C |
p. 852-863 |
article |
61 |
Seismic behavior and fragility curves of replaceable steel coupling beams with slabs
|
Ji, Xiaodong |
|
2017 |
150 |
C |
p. 622-635 |
article |
62 |
Seismic performance of precast shear wall with sleeves connection based on experimental and numerical studies
|
Xu, Guoshan |
|
2017 |
150 |
C |
p. 346-358 |
article |
63 |
Seismic vulnerability of multi-span continuous girder bridges with steel fibre reinforced concrete columns
|
Zhang, Yuye |
|
2017 |
150 |
C |
p. 451-464 |
article |
64 |
Self-centring behaviour of steel and steel-concrete composite connections equipped with NiTi SMA bolts
|
Fang, Cheng |
|
2017 |
150 |
C |
p. 390-408 |
article |
65 |
Sensitivity-based finite element model updating of a pontoon bridge
|
Petersen, Ø.W. |
|
2017 |
150 |
C |
p. 573-584 |
article |
66 |
Shear-slip behaviour and ductility of composite dowel connectors with pry-out failure
|
Classen, Martin |
|
2017 |
150 |
C |
p. 428-437 |
article |
67 |
Simple design method of structure with metallic yielding dampers based on elastic–plastic response reduction curve
|
Shen, Hua |
|
2017 |
150 |
C |
p. 98-114 |
article |
68 |
Simple mechanical models for the horizontal behavior of elastomeric bearings including the effect of support rotation
|
Rastgoo Moghadam, Saman |
|
2017 |
150 |
C |
p. 996-1012 |
article |
69 |
State-of-the-art on load testing of concrete bridges
|
Lantsoght, Eva O.L. |
|
2017 |
150 |
C |
p. 231-241 |
article |
70 |
Static and dynamic moments for any plane within a straight solid slab bridge caused by the crossing of a truck
|
Mohammed, Omar |
|
2017 |
150 |
C |
p. 465-480 |
article |
71 |
Structural analysis of multi-storey steel frames exposed to travelling fires and traditional design fires
|
Rackauskaite, Egle |
|
2017 |
150 |
C |
p. 271-287 |
article |
72 |
Study of flexural response of engineered cementitious composite faced masonry structures
|
Singh, S.B. |
|
2017 |
150 |
C |
p. 786-802 |
article |
73 |
Tension strength and design method for thread-fixed one-side bolted T-stub
|
Liu, Mei |
|
2017 |
150 |
C |
p. 918-933 |
article |
74 |
Towards a fragility assessment of a concrete column exposed to a real fire – Tisova Fire Test
|
Rush, David |
|
2017 |
150 |
C |
p. 537-549 |
article |
75 |
Ultimate behaviour and design of post-tensioned composite slabs
|
Ranzi, Gianluca |
|
2017 |
150 |
C |
p. 711-718 |
article |
76 |
Validation of the PARC_CL 2.0 crack model for the assessment of the nonlinear behaviour of RC structures subjected to seismic action: SMART 2013 shaking table test simulation
|
Belletti, B. |
|
2017 |
150 |
C |
p. 759-773 |
article |