Engineering Structures - septembre 2012

Publié:	septembre 2012

Articles dans ce numéro

Auteur(s)	Titre	Page(s)
Hernández-Dı´az, A. M. / Gil-Martı´n, L. M.	Analysis of the equal principal angles assumption in the shear design of reinforced concrete members	95-105
Moon, Jiho / Roeder, Charles W. / Lehman, Dawn E. / Lee, Hak-Eun	Analytical modeling of bending of circular concrete-filled steel tubes	349-361
Lee, Jong-Han	Behavior of precast prestressed concrete bridge girders involving thermal effects and initial imperfections during construction	1-8
Liu, Y. / Málaga-Chuquitaype, C. / Elghazouli, A. Y.	Behaviour of beam-to-tubular column angle connections under shear loads	434-456
Pakala, Purushotham / Kodur, Venkatesh / Dwaikat, Mahmoud	Critical factors influencing the fire performance of bolted double angle connections	106-114
Rotter, J. Michael / Sadowski, Adam J.	Cylindrical shell bending theory for orthotropic shells under general axisymmetric pressure distributions	258-265
Gribniak, Viktor / Kaklauskas, Gintaris / Hung Kwan, Albert Kwok / Bačinskas, Darius / Ulbinas, Darius	Deriving stress–strain relationships for steel fibre concrete in tension from tests of beams with ordinary reinforcement	387-395
Wang, Shiang-Jung / Chang, Kuo-Chun / Hwang, Jenn-Shin / Hsiao, Jia-Yi / Lee, Bo-Han / Hung, Ying-Chen	Dynamic behavior of a building structure tested with base and mid-story isolation systems	420-433
Kai, Qian / Li, Bing	Dynamic performance of RC beam-column substructures under the scenario of the loss of a corner column—Experimental results	154-167
Bernardini, Enrica / Spence, Seymour M. J. / Gioffre, Massimiliano	Effects of the aerodynamic uncertainties in HFFB loading schemes on the response of tall buildings with coupled dynamic modes	329-341
Szyniszewski, Stefan / Krauthammer, Ted	Energy flow in progressive collapse of steel framed buildings	142-153
Köroğlu, Mehmet Alpaslan / Ceylan, Murat / Arslan, Musa Hakan / Ilki, Alper	Estimation of flexural capacity of quadrilateral FRP-confined RC columns using combined artificial neural network	23-32
Reuter, Markus / Werner, Frank	Evaluation of complex engineering models using model quality analysis	410-419
Ma, Renle / Jiang, Lu / He, Minjuan / Fang, Cheng / Liang, Feng	Experimental investigations on masonry structures using external prestressing techniques for improving seismic performance	297-307
Bagheri Sabbagh, Alireza / Petkovski, Mihail / Pilakoutas, Kypros / Mirghaderi, Rasoul	Experimental work on cold-formed steel elements for earthquake resilient moment frame buildings	371-386
Lu, Yong / Mao, Lei / Woodward, Peter	Frequency characteristics of railway bridge response to moving trains with consideration of train mass	9-22
Tomaszewska, A. / Szymczak, C.	Identification of the Vistula Mounting tower model using measured modal data	342-348
Lewis, W. J.	A mathematical model for assessment of material requirements for cable supported bridges: Implications for conceptual design	266-277
Quaranta, G. / Kunnath, S. K. / Sukumar, N.	Maximum-entropy meshfree method for nonlinear static analysis of planar reinforced concrete structures	179-189
Fedghouche, Ferhat / Tiliouine, Boualem	Minimum cost design of reinforced concrete T-beams at ultimate loads using Eurocode2	43-50
Liu, Qing-feng / Li, Long-yuan / Easterbrook, Dave / Yang, Jian	Multi-phase modelling of ionic transport in concrete when subjected to an externally applied electric field	201-213
Uva, G. / Raffaele, D. / Porco, F. / Fiore, A.	On the role of equivalent strut models in the seismic assessment of infilled RC buildings	83-94
Moslemi, M. / Kianoush, M. R.	Parametric study on dynamic behavior of cylindrical ground-supported tanks	214-230
Helmy, Huda / Salem, Hamed / Mourad, Sherif	Progressive collapse assessment of framed reinforced concrete structures according to UFC guidelines for alternative path method	127-141
Decò, Alberto / Frangopol, Dan M. / Zhu, Benjin	Reliability and redundancy assessment of ships under different operational conditions	457-471
Liu, Shi / Warn, Gordon P.	Seismic performance and sensitivity of floor isolation systems in steel plate shear wall structures	115-126
Espinós, Ana / Romero, Manuel L. / Hospitaler, Antonio	Simple calculation model for evaluating the fire resistance of unreinforced concrete filled tubular columns	231-244
Ghiassi, Bahman / Soltani, Masoud / Tasnimi, Abbas Ali	A simplified model for analysis of unreinforced masonry shear walls under combined axial, shear and flexural loading	396-409
Varum, H. / Pinto, A. / Costa, A. / Vila Real, P.	Simplified models for assessment and optimal redesign of irregular planar frames	245-257
Bernardo, L. F. A. / Andrade, J. M. A. / Lopes, S. M. R.	Softened truss model for reinforced NSC and HSC beams under torsion: A comparative study	278-296
Simão, Pedro D. / Girão Coelho, Ana M. / Bijlaard, Frans S. K.	Stability design of crane columns in mill buildings	51-82
Wdowicki, J. / Wdowicka, E.	Three-dimensional analysis of asymmetric shear wall structures with connecting and stiffening beams	362-370
Almazán, José Luis / Espinoza, Gilda / Aguirre, Juan Jesús	Torsional balance of asymmetric structures by means of tuned mass dampers	308-328
Hung, Chung-Chan / Yen, Wei-Ming / Lu, Wei-Ting	An unconditionally stable algorithm with the capability of restraining the influence of actuator control errors in hybrid simulation	168-178
Amadio, Claudio / Bedon, Chiara	Viscoelastic spider connectors for the mitigation of cable-supported façades subjected to air blast loading	190-200
Kanno, Yoshihiro	Worst scenario detection in limit analysis of trusses against deficiency of structural components	33-42

Informations
sur cette fiche
IssueID
17346
Publié(e) le:
06.12.2018
Modifié(e) le:
30.06.2019

Publicité

Structurae coopère avec

International Association for Bridge and Structural Engineering (IABSE)

Publicité

Engineering Structures - septembre 2012

Articles dans ce numéro

Vous avez dépassé votre limite de téléchargement mensuelle !

Les abonné·es à Structurae Plus peuvent télécharger 30 images ou ensembles de données par mois.
Les utilisateurs·rices de Structurae Pro sont limités à 50.

Données obligatoires

Engineering Structures - septembre 2012

Articles dans ce numéro

Vous avez dépassé votre limite de téléchargement mensuelle ! Les abonné·es à Structurae Plus peuvent télécharger 30 images ou ensembles de données par mois. Les utilisateurs·rices de Structurae Pro sont limités à 50.

Données obligatoires

Vous avez dépassé votre limite de téléchargement mensuelle !

Les abonné·es à Structurae Plus peuvent télécharger 30 images ou ensembles de données par mois.
Les utilisateurs·rices de Structurae Pro sont limités à 50.