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                             94 results found
no title author magazine year volume issue page(s) type
1 Analysis of tuned liquid column damper nonlinearities Dziedziech, K.

171 C p. 1027-1033
article
2 An analytical approach to predict shear capacity of steel fiber reinforced concrete coupling beams with small span-depth ratio Zhao, Jun

171 C p. 348-361
article
3 An effective computational design strategy for H ∞ vibration control of large structures with information constraints Palacios-Quiñonero, F.

171 C p. 298-308
article
4 A nondestructive method for load rating of bridges without structural properties and plans Bagheri, Abdollah

171 C p. 545-556
article
5 Application of European design principles to cross laminated timber Fink, Gerhard

171 C p. 934-943
article
6 A review of methods for strengthening of masonry arches with composite materials Zampieri, Paolo

171 C p. 154-169
article
7 A review on functionally graded structures and materials for energy absorption Xu, Fengxiang

171 C p. 309-325
article
8 A simplified model for alternate load path assessment in RC structures Lim, Namyo Salim

171 C p. 696-711
article
9 Assessment of a steel model truss using distributed fibre optic strain sensing Van Der Kooi, Kyle

171 C p. 557-568
article
10 Assessment of probabilistic seismic performance of RC columns jacketed by FRP winding wires using analytical models Choi, Eunsoo

171 C p. 629-646
article
11 Behavior of ECC-encased CFST columns under axial compression Cai, Jingming

171 C p. 1-9
article
12 Behavior of reinforced concrete frame with masonry infill wall subjected to vertical load Baghi, Hadi

171 C p. 476-487
article
13 CHS X-joints strengthened by external stiffeners under brace axial tension Ding, Yunan

171 C p. 445-452
article
14 Compressive membrane action in RC one-way slabs Thoma, K.

171 C p. 395-404
article
15 Constitutive model for full-range elasto-plastic behavior of structural steels with yield plateau: Formulation and implementation Hu, Fangxin

171 C p. 1059-1070
article
16 Corrigendum to “A form-finding method based on the geometrically exact rod model for bending-active structures” [Eng. Struct. 152 (2017) 549–558] Bessini, J.

171 C p. 1034
article
17 Corrigendum to “A form-finding method based on the geometrically exact rod model for bending-active structures” [Eng. Struct. 152 (2017) 549–558] Bessini, J.

171 C p. 1035
article
18 Corrigendum to “Fast assessing spalling risk of tunnel linings under RABT fire: From a coupled Thermo-Hydro-Chemo-Mechanical model towards an estimation method” [Eng. Struct. 142 (2017) 1–19] Zhang, Yiming

171 C p. 1051
article
19 Corrigendum to “Nonlinear analysis of masonry panels strengthened with textile reinforced mortar” [Eng. Struct. 113 (2016) 245–258] Basili, M.

171 C p. 1057
article
20 Corrigendum to “Nonlinear line-element modeling of flexural reinforced concrete walls” [Eng. Struct. 104 (2015) 174–192] Pugh, Joshua S.

171 C p. 894
article
21 Corrigendum to “Numerical and analytical assessment of the buckling behaviour of Blockhaus log-walls under in-plane compression” [Eng. Struct. 82 (2015) 134–150] Bedon, Chiara

171 C p. 1058
article
22 Corrigendum to “Numerical modelling of reinforced concrete walls with minimum vertical reinforcement” [Eng. Struct. 143 (2017) 330–345] Lu, Yiqiu

171 C p. 1054-1056
article
23 Corrigendum to “Resonance of high-speed trains moving over a series of simple or continuous beams with non-ballasted tracks” [Eng. Struct. 143 (2017) 295–305] Yang, Y.B.

171 C p. 1052-1053
article
24 Corrigendum to “Seismic pounding behavior of multi-story buildings in series considering the effect of infill panels” [Eng. Struct. 144 (2017) 139–150] Elwardany, Hytham

171 C p. 933
article
25 Corroded reinforced concrete columns under simulated seismic loading Rajput, Aditya Singh

171 C p. 453-463
article
26 Cross laminated timber at in-plane beam loading – Prediction of shear stresses in crossing areas Danielsson, Henrik

171 C p. 921-927
article
27 Cross laminated timber (CLT): Design approaches for dowel-type fasteners and connections Ringhofer, Andreas

171 C p. 849-861
article
28 Cross laminated timber (CLT) in compression perpendicular to plane: Testing, properties, design and recommendations for harmonizing design provisions for structural timber products Brandner, R.

171 C p. 944-960
article
29 Derivation of floor acceleration spectra for an industrial liquid tank supporting structure with braced frame systems Merino Vela, R.J.

171 C p. 105-122
article
30 Derive empirical fragility functions for Nepali residential buildings Gautam, Dipendra

171 C p. 617-628
article
31 Design recommendations for patch loading resistance of longitudinally stiffened I-girders Loaiza, N.

171 C p. 747-758
article
32 Discussion on “Failure behavior of annealed glass for building windows” by B. Navarrete, H. Juárez, L. Olmos, J. Guerrero and P. Garnica [Eng. Struct. 141 (2017) 417–426] Pisano, Gabriele

171 C p. 1047-1050
article
33 Discussion on “Seismic capacity of masonry infilled RC frame strengthening with expanded metal ferrocement” by A. Leeanansaksiri, P. Panyakapo, A. Ruangrassamee [Eng. Struct. 159 (2018) 110–127] Aykac, Sabahattin

171 C p. 928-932
article
34 Discussion on “Thermal displacements of concrete dams: Accounting for water temperature in statistical models” Salazar, F.

171 C p. 1071-1072
article
35 Dynamic behavior and vibration mitigation of a spatial tensegrity beam Feng, Xiaodong

171 C p. 1007-1016
article
36 Editorial Board
171 C p. ii
article
37 Effect of stiffness anisotropy on topology optimisation of additively manufactured structures Chiu, Louis N.S.

171 C p. 842-848
article
38 Efficiency of steel and macro-synthetic structural fibers on the flexure-shear behaviour of prestressed concrete beams Joshi, Suhas S.

171 C p. 47-55
article
39 Emerging artificial intelligence methods in structural engineering Salehi, Hadi

171 C p. 170-189
article
40 Engineering modeling of semi-rigid joints with dowel-type fasteners for nonlinear analysis of timber structures Schweigler, Michael

171 C p. 123-139
article
41 Equivalent static load method for hierarchical stiffened composite panel subjected to blast loading Zhang, Bei

171 C p. 569-582
article
42 Experimental and numerical studies on stainless steel tubular members under axial cyclic loading Zhou, Feng

171 C p. 72-85
article
43 Experimental investigation of interface stiffness between concrete masonry infill and reinforced concrete frames Hammoudah, Sawsan M.W.

171 C p. 779-793
article
44 Experimental investigation of rubberised concrete-filled double skin square tubular columns under axial compression Elchalakani, Mohamed

171 C p. 730-746
article
45 Experimental study on seismic performance of steel fiber reinforced high strength concrete composite shear walls with different steel fiber volume fractions Lu, Xilin

171 C p. 247-259
article
46 Experimental study on the flexural behaviour of notched steel beams strengthened by prestressed CFRP plate with an end plate anchorage system Li, Junhui

171 C p. 29-39
article
47 Experimental test of coupling effect on CLT angle bracket connections Liu, Jingjing

171 C p. 862-873
article
48 Finite elements analysis of the vibrational response of an adhesively bonded beam García-Barruetabeña, Jon

171 C p. 94-104
article
49 Fire design methodologies for cold-formed steel beams made with open and closed cross-sections Laím, Luís

171 C p. 759-778
article
50 Force transfer mechanism in RC beams strengthened in shear by means of steel plated concrete Wang, Jia-Ji

171 C p. 56-71
article
51 Fracture kinematics of reinforced concrete slabs failing in punching Kueres, Dominik

171 C p. 269-279
article
52 Fragility and climate impact assessment of contemporary housing roof sheeting failure due to extreme wind Stewart, Mark G.

171 C p. 464-475
article
53 Framework for a performance-based analysis of fires following earthquakes Memari, Mehrdad

171 C p. 794-805
article
54 Free and forced vibration analysis of arbitrarily supported rectangular plate systems with attachments and openings Cho, Dae Seung

171 C p. 1036-1046
article
55 Global methodology for damage detection and localization in civil engineering structures Frigui, F.

171 C p. 686-695
article
56 Identification of transient vibration characteristics of pile-group models during liquefaction using wavelet transform Hall, F.E.

171 C p. 712-729
article
57 Identification of Volterra kernels for improved predictions of nonlinear aeroelastic vibration responses and flutter Lin, R.M.

171 C p. 15-28
article
58 Inelastic response of base-isolated structures subjected to impact Bao, Yu

171 C p. 86-93
article
59 Intermediate crack induced debonding in steel beams reinforced with CFRP plates under fatigue loading Bocciarelli, Massimiliano

171 C p. 883-893
article
60 Investigation of the behaviour of SCC bridge deck slabs reinforced with BFRP bars under concentrated loads Zheng, Yu

171 C p. 500-515
article
61 Loading rate effects on CFRP strengthened steel square hollow sections under lateral impact Kadhim, Majid M.A.

171 C p. 874-882
article
62 Mechanical behavior of a steel tube-confined high-strength concrete shear wall under combined tensile and shear loading Zhou, Jing

171 C p. 673-685
article
63 Methods to correct unstrained hanger lengths and cable clamps' installation positions in suspension bridges Zhang, Wen-ming

171 C p. 202-213
article
64 Mixed mode fracture characterization of GFRP-concrete bonded interface using four-point single leg bending test Liu, Qinghui

171 C p. 647-657
article
65 Numerical simulation of the shear capacity of bolted side-plated RC beams Li, L.Z.

171 C p. 373-384
article
66 Optimal design of I-section beam-columns with stress, non-linear deflection and stability constraints Ozbasaran, Hakan

171 C p. 385-394
article
67 Optimization of structural patterns for tall buildings: The case of diagrid Tomei, Valentina

171 C p. 280-297
article
68 Optimum design of linear multiple tuned mass dampers subjected to white-noise base acceleration considering practical configurations Kim, Sung-Yong

171 C p. 516-528
article
69 Performance assessment of existing models to predict brittle failure modes of steel-to-timber connections loaded parallel-to-grain with dowel-type fasteners Cabrero, J.M.

171 C p. 895-910
article
70 Performance of dowel-type fasteners and notches for hybrid timber structures Dias, Alfredo M.P.G.

171 C p. 40-46
article
71 Prediction of the earthquake response of a three-storey infilled RC structure Furtado, André

171 C p. 214-235
article
72 Pseudo-static low cycle test on the mechanical behavior of PHC pipe piles with consideration of soil-pile interaction Huang, Fu-yun

171 C p. 992-1006
article
73 Pseudo-static scaled-down experiments on dry stone retaining walls: Preliminary implications for the seismic design Savalle, Nathanael

171 C p. 336-347
article
74 Random finite element method for the seismic analysis of gravity dams Hariri-Ardebili, M.A.

171 C p. 405-420
article
75 Remaining fatigue life assessment of in-service road bridge decks based upon artificial neural networks Fathalla, Eissa

171 C p. 602-616
article
76 Response spectrum method for building structures with viscoelastic dampers described by fractional derivatives Lewandowski, Roman

171 C p. 1017-1026
article
77 Restraining requirements for lateral elastic-plastic buckling of columns accounting for random imperfections Dou, Chao

171 C p. 260-268
article
78 Review of design approaches and test results on brittle failure modes of connections loaded at an angle to the grain Jockwer, Robert

171 C p. 362-372
article
79 Robust vibration serviceability assessment of footbridges subjected to pedestrian excitation: strategy and applications Lievens, Klaus

171 C p. 236-246
article
80 School based optimization algorithm for design of steel frames Farshchin, Mohammad

171 C p. 326-335
article
81 Shake table studies of a highway bridge model by allowing the sliding of laminated-rubber bearings with and without restraining devices Xiang, Nailiang

171 C p. 583-601
article
82 Shaking table testing of granite cladding with undercut bolt anchorage Huang, Baofeng

171 C p. 488-499
article
83 Shape memory alloy-carbon fiber reinforced polymer system for strengthening fatigue-sensitive metallic structures Zheng, Bo-Tong

171 C p. 190-201
article
84 Shear capacity of cast-in headed anchors in steel fiber-reinforced concrete Lee, Jong-Han

171 C p. 421-432
article
85 Simple design of masonry infilled reinforced concrete frames for earthquake resistance Kalman Šipoš, Tanja

171 C p. 961-981
article
86 Splitting of timber beams caused by perpendicular to grain forces of multiple connections Leijten, A.J.M.

171 C p. 10-14
article
87 Stability and moment-rotation behavior of cold-formed steel purlins with sleeved bolted connection Gilio, Fernando H.S.

171 C p. 658-672
article
88 Steel and glubam hybrid space truss Wu, Y.

171 C p. 140-153
article
89 Stress field solution for strip loaded reinforced concrete blocks Markić, Tomislav

171 C p. 911-920
article
90 Studies on the static behaviors of unbonded prestressed steel reinforced low-strength concrete rectangular frame beams Xiong, Xueyu

171 C p. 982-991
article
91 Temporary beam-to-column connection for precast concrete frame assembly Araújo, Daniel de Lima

171 C p. 529-544
article
92 Tensile resistances of bolted circular flange connections Couchaux, Maël

171 C p. 817-841
article
93 Torsional strengthening of steel circular hollow sections (CHS) using CFRP composites Wu, Chao

171 C p. 806-816
article
94 Transfer length in full-scale pretensioned concrete beams with 1.4 m and 2.4 m section depths Yang, Jun-Mo

171 C p. 433-444
article
                             94 results found
 
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