Journal of structural engineering, Vol. 136 N° 4. Journal of Structural Engineering - Avril 2010
| Titre : | Journal of structural engineering, Vol. 136 N° 4. Journal of Structural Engineering - Avril 2010 |
| Type de document : | Bulletin |
| Paru le : | 03/11/2010 |
Dépouillements
Article : texte imprimé
David P. Billington, Auteur ;
Maria E. Moreyra Garlock, Auteur
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Article : texte imprimé
Slender open-section cold-formed steel members that contain flanges with edge stiffeners may buckle in different modes and with mode interactions. The element design approach (effective width method) has been shown to produce unconservative capa[...]
Article : texte imprimé
Barbara Rossi, Auteur ;
Jaspart, Jean-Pierre, Auteur ;
Kim J. R. Rasmussen, Auteur
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This paper presents a series of 48 full-scale tests on press-braked stainless steel lipped channel section columns subjected to concentric compression. The tests were carried out between fixed ends in the Structures Laboratory of the University [...]
Article : texte imprimé
Barbara Rossi, Auteur ;
Jaspart, Jean-Pierre, Auteur ;
Kim J. R. Rasmussen, Auteur
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This paper provides a critical summary of the European standards and design methods available for calculating the strength of cold-formed stainless steel compression members. The standards considered (so far mainly applied to columns failing by [...]
Article : texte imprimé
Peter Dusicka, Auteur ;
Ahmad M. Itani, Auteur ;
Ian G. Buckle, Auteur
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Plate steel shear links offer enhanced design freedom, including the ability to use steel grades that are not available in rolled shapes. This paper discusses the cyclic response of five types of shear links designed using steel grades that rang[...]
Article : texte imprimé
T. Yu, Auteur ;
J. G. Teng, Auteur ;
Y. L. Wong, Auteur
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Hybrid fiber-reinforced polymer (FRP) concrete-steel double-skin tubular columns are a new form of hybrid columns recently proposed by the second writer. The new column consists of an inner steel tube and an outer FRP tube, with the space betwee[...]
Article : texte imprimé
Nino Spinella, Auteur ;
Piero Colajanni, Auteur ;
Antonino Recupero, Auteur
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A simple physical model, for prediction of ultimate shear strength of steel fiber-reinforced concrete (SFRC) beams is developed on the basis of a plastic approach originally proposed for reinforced concrete beams without stirrups. It is founded [...]
Article : texte imprimé
Ayoub, Ashraf, Auteur ;
Filip C. Filippou, Auteur
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This paper presents a nonlinear model for pretensioned prestressed concrete girders. The model consists of three main components: a beam-column element that describes the behavior of concrete, a truss element that describes the behavior of prest[...]
Article : texte imprimé
Thomas E. Wever, Auteur ;
Theofanis S. Plagianakos, Auteur ;
Rolf H. Luchsinger, Auteur
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Tensairity is a lightweight structural concept comprising struts and cables stabilized by a textile membrane which is inflated by low pressurized air. This paper addresses the effect of fabric webs inside the membrane hull on the static response[...]
Article : texte imprimé
Oguzhan Hasancebi, Auteur ;
Ferhat Erdal, Auteur ;
Mehmet Polat Saka, Auteur
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This paper presents an adaptive harmony search algorithm for solving structural optimization problems. The harmony memory considering rate and pitch adjusting rate are conceived as the two main parameters of the technique for generating new solu[...]
Article : texte imprimé
Cheng Chen, Auteur ;
James M. Ricles, Auteur
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Real-time hybrid simulation combines experimental testing and numerical simulation by dividing a structural system into experimental and analytical substructures. Servohydraulic actuators are typically used in a real-time hybrid simulation to ap[...]
Article : texte imprimé
A. R. Ghaemmaghami, Auteur ;
M. R. Kianoush, Auteur
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In this study, the finite-element method is used to investigate the seismic behavior of rectangular liquid tanks in two-dimensional space. This method is capable of considering both impulsive and convective responses of liquid-tank system. Two d[...]
Article : texte imprimé
Vladimir G. Haach, Auteur ;
Graca Vasconcelos, Auteur ;
Paulo B. Lourenco, Auteur
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An innovative system for reinforced concrete masonry walls based on the combination of vertical and horizontal trussed reinforcement is proposed. The mechanical characterization of the seismic behavior of such reinforced masonry walls is based o[...]
Article : texte imprimé
Lessandro Estelito O. Garciano, Auteur ;
Takeshi Koike, Auteur
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The Philippines has good potential for wind energy utilization. However, it is also prone to strong typhoons. Thus, wind turbines that will be erected in these areas maybe categorized into a special safety class and the reference wind speed is l[...]
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