Engineering Structures - Dezember 2013

Erschienen:	Dezember 2013

Artikel in dieser Ausgabe

Autor(en)	Titel	Seite(n)
Derakhshan, Hossein / Griffith, Michael C. / Ingham, Jason M.	Airbag testing of multi-leaf unreinforced masonry walls subjected to one-way bending	512-522
Azoti, W. L. / Koutsawa, Y. / Bonfoh, N. / Lipinski, P. / Belouettar, S.	Analytical modeling of multilayered dynamic sandwich composites embedded with auxetic layers	248-253
Barbieri, Gaia / Biolzi, Luigi / Bocciarelli, Massimiliano / Fregonese, Luigi / Frigeri, Aronne	Assessing the seismic vulnerability of a historical building	523-535
Hassanein, M. F. / Kharoob, O. F.	Behavior of bridge girders with corrugated webs: (I) Real boundary condition at the juncture of the web and flanges	554-564
Hassanein, M. F. / Kharoob, O. F.	Behavior of bridge girders with corrugated webs: (II) Shear strength and design	544-553
Heidarpour, Amin / Cevro, Sanel / Song, Qian-Yi / Zhao, Xiao-Ling	Behaviour of innovative stub columns utilising mild-steel plates and stainless steel tubes at ambient and elevated temperatures	416-427
Si, X. T. / Au, Francis T. K. / Li, Z. H.	Capturing the long-term dynamic properties of concrete cable-stayed bridges	502-511
Kim, Yail J. / Hossain, Mozahid / Harries, Kent A.	CFRP strengthening of timber beams recovered from a 32year old quonset: Element and system level tests	213-221
Ding, Jie / Gong, Kuangmin / Chen, Xinzhong	Comparison of statistical extrapolation methods for the evaluation of long-term extreme response of wind turbine	100-115
Chiorean, C. G.	A computer method for nonlinear inelastic analysis of 3D composite steel–concrete frame structures	125-152
Watson, James / Nielsen, Jens / Overend, Mauro	A critical flaw size approach for predicting the strength of bolted glass connections	87-99
Pérez-Ocón, F. / Rubiño, M. / Pozo, A. M. / Rabaza, O.	Design of new traffic lights: Traffic safety and maintenance ease	388-392
Pavazza, Radoslav / Plazibat, Bože	Distortion of thin-walled beams of open section assembled of three plates	189-198
Agnihotri, Pawan / Singhal, Vaibhav / Rai, Durgesh C.	Effect of in-plane damage on out-of-plane strength of unreinforced masonry walls	1-11
Hung, H. H. / Chen, G. H. / Yang, Y. B.	Effect of railway roughness on soil vibrations due to moving trains by 2.5D finite/infinite element approach	254-266
Mara, T. G. / Hong, H. P.	Effect of wind direction on the response and capacity surface of a transmission tower	493-501
Rossi, P. P.	Evaluation of the ultimate strength of R.C. rectangular columns subjected to axial force, bending moment and shear force	339-355
Jiang, C. / Wang, B. / Li, Z. R. / Han, X. / Yu, D. J.	An evidence-theory model considering dependence among parameters and its application in structural reliability analysis	12-22
Kmet, S. / Stanova, E. / Fedorko, G. / Fabian, M. / Brodniansky, J.	Experimental investigation and finite element analysis of a four-layered spiral strand bent over a curved support	475-483
Fang, Zhi / Zhang, Kuangyi / Tu, Bing	Experimental investigation of a bond-type anchorage system for multiple FRP tendons	364-373
Hosseini Hashemi, Behrokh / Poursamad Bonab, Alireza	Experimental investigation of the behavior of laced columns under constant axial load and cyclic lateral load	536-543
Yang, Yeong-bin / Chen, Wei-Fan / Yu, Hao-Wen / Chan, C. S.	Experimental study of a hand-drawn cart for measuring the bridge frequencies	222-231
Caballero-Morrison, Karen E. / Bonet, J. L. / Navarro-Gregori, Juan / Serna-Ros, Pedro	An experimental study of steel fiber-reinforced high-strength concrete slender columns under cyclic loading	565-577
Ribas, Carlos / Cladera, Antoni	Experimental study on shear strength of beam-and-block floors	428-442
Torić, N. / Harapin, A. / Boko, I.	Experimental verification of a newly developed implicit creep model for steel structures exposed to fire	116-124
Gandomi, Amir H. / Roke, David A. / Sett, Kallol	Genetic programming for moment capacity modeling of ferrocement members	169-176
Lee, Sang-Hyun / Lee, Kyung-Koo / Woo, Sung-Sik / Cho, Seung-Ho	Global vertical mode vibrations due to human group rhythmic movement in a 39 story building structure	296-305
Khoshnoudian, Faramarz / Ahmadi, Ehsan / Nik, Farhad Abedi	Inelastic displacement ratios for soil-structure systems	453-464
Portioli, Francesco / Cascini, Lucrezia / Casapulla, Claudia / D'Aniello, Mario	Limit analysis of masonry walls by rigid block modelling with cracking units and cohesive joints using linear programming	232-247
Belletti, Beatrice / Damoni, Cecilia / Gasperi, Antonello	Modeling approaches suitable for pushover analyses of RC structural wall buildings	327-338
Biskinis, Dionysis / Fardis, Michael N.	Models for FRP-wrapped rectangular RC columns with continuous or lap-spliced bars under cyclic lateral loading	199-212
Sciumè, G. / Benboudjema, F. / de Sa, C. / Pesavento, F. / Berthaud, Y. / Schrefler, B. A.	A multiphysics model for concrete at early age applied to repairs problems	374-387
Yuanfeng, Wang / Xiaoran, Li	Non-linear damping of FRP-confined damaged reinforced concrete columns	289-295
Liu, Xinpei / Bradford, Mark A. / Erkmen, R. Emre	Non-linear inelastic analysis of steel–concrete composite beams curved in-plan	484-492
Madsen, S. / Andersen, L. V. / Ibsen, L. B.	Numerical buckling analysis of large suction caissons for wind turbines on deep water	443-452
Dalton, Sarah K. / Atamturktur, Sez / Farajpour, Ismail / Juang, C. Hsein	An optimization based approach for structural design considering safety, robustness, and cost	356-363
Papakonstantinou, K. G. / Shinozuka, M.	Probabilistic model for steel corrosion in reinforced concrete structures of large dimensions considering crack effects	306-326
Bournas, Dionysios A. / Negro, Paolo / Molina, Francisco J.	Pseudodynamic tests on a full-scale 3-storey precast concrete building: Behavior of the mechanical connections and floor diaphragms	609-627
Negro, Paolo / Bournas, Dionysios A. / Molina, Francisco J.	Pseudodynamic tests on a full-scale 3-storey precast concrete building: Global response	594-608
Asai, Takehiko / Chang, Chia-Ming / Phillips, Brian M. / Spencer, B. F.	Real-time hybrid simulation of a smart outrigger damping system for high-rise buildings	177-188
Zhang, Hua / Sun, Hao / Liu, Liang / Dong, Ming	Resonance mechanism of wind-induced isolated aqueduct–water coupling system	73-86
Yang, Bo / Tan, Kang Hai	Robustness of bolted-angle connections against progressive collapse: Mechanical modelling of bolted-angle connections under tension	153-168
Gonzales, Ignacio / Ülker-Kaustell, Mahir / Karoumi, Raid	Seasonal effects on the stiffness properties of a ballasted railway bridge	63-72
Youm, Kwang-Soo / Cho, Jae-young / Lee, Young-Ho / Kim, Jung J.	Seismic performance of modular columns made of concrete filled FRP tubes	37-50
Elsouri, A. M. / Harajli, M. H.	Seismic response of exterior RC wide beam–narrow column joints: Earthquake-resistant versus as-built joints	394-405
Saha, S. K. / Sepahvand, K. / Matsagar, V. A. / Jain, A. K. / Marburg, S.	Stochastic analysis of base-isolated liquid storage tanks with uncertain isolator parameters under random excitation	465-474
Afefy, H. M. / Fawzy, Tarek Mohamed	Strengthening of RC one-way slabs including cut-out using different techniques	23-36
Bernat-Maso, Ernest / Gil, Lluís / Roca, Pere / Sarrablo, Vicenç / Escrig, Christian	Structural characterisation of textile ceramic technology used as a curtain wall	277-288
Hu, Wei-Hua / Caetano, Elsa / Cunha, Álvaro	Structural health monitoring of a stress-ribbon footbridge	578-593
Hu, Liang / Xu, You-Lin / Huang, Wen-Feng	Typhoon-induced non-stationary buffeting response of long-span bridges in complex terrain	406-415
Zhou, Feng / Young, Ben	Web crippling behaviour of cold-formed duplex stainless steel tubular sections at elevated temperatures	51-62
Gaspar, Ricardo / Rebouças Stucchi, Fernando	Web design of box girders concrete bridges	267-275

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Datenseite
IssueID
17454
Veröffentlicht am:
01.12.2018
Geändert am:
30.06.2019

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Engineering Structures - Dezember 2013

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Engineering Structures - Dezember 2013

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Sie haben Ihr monatliches Download-Limit überschritten! Structurae Plus-Abonnent·innen können 30 Medien bzw. Datensätze pro Monat herunterladen. Structurae Pro-Nutzer·innen sind auf 50 beschränkt.

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