Journal of structural engineering, Vol. 136 N° 6. Journal of structural engineering - Juin 2010
| Titre : | Journal of structural engineering, Vol. 136 N° 6. Journal of structural engineering - Juin 2010 |
| Type de document : | Bulletin |
| Paru le : | 06/09/2011 |
Dépouillements
Article : texte imprimé
Bing Li, Auteur ;
Zhi Wei Huang, Auteur ;
Chee Leong Lim, Auteur
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A method has been developed for the design of reinforced concrete (RC) members when subjected to blast loadings based on the nondimensional energy spectrum. Numerical analyzes showed good agreement between the approximate responses of RC members[...]
Article : texte imprimé
Chun-Yu, Lin, Auteur ;
Nagae, Takuya, Auteur ;
Toko Hitaka, Auteur
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A series of large-scale shaking table tests is conducted for a high-rise building structure subjected to long-period ground motions. A test method is developed to preserve the original dimensions of structural members of a prototype building tha[...]
Article : texte imprimé
R. Parnell, Auteur ;
B. W. Davis, Auteur ;
L. Xu, Auteur
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A study investigating the modal properties and dynamic response of several laboratory-constructed and in situ floors supported with cold-formed steel C-shaped joists for floors was conducted. The tested floors were typical of residential midrise[...]
Article : texte imprimé
Cenk Tort, Auteur ;
Jerome F. Hajjar, Auteur
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A computational study was conducted to investigate the nonlinear response of composite frames consisting of rectangular concrete-filled steel tube (RCFT) beam-columns and steel framing subjected to static and dynamic loads. Following mixed finit[...]
Article : texte imprimé
Bing Qu, Auteur ;
Michel Bruneau, Auteur
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Consistent with capacity design principles and requirements of ductile behavior, the 2005 AISC and 2001 CSA seismic design codes require that the intermediate horizontal boundary elements (HBEs) of steel plate shear walls (SPSWs) be designed to [...]
Article : texte imprimé
Shedid, Marwan T., Auteur ;
El-Dakhakhni, Wael W., Auteur ;
Drysdale, Robert G., Auteur
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In this paper, seven reinforced concrete-block shear walls with aspect ratios of 1.5 and 2.2 (two- and three-storey high) were tested under displacement-controlled cyclic loading. The response of rectangular, flanged, and end-confined walls, des[...]
Article : texte imprimé
Zhou Xu, Auteur ;
Anil Agrawal, Auteur
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Long-period pulse components in near-field ground motions have been known to cause significant damage to flexible structures. In this paper, an empirical mode decomposition (EMD) approach is used to identify and separate the dominant pulse, high[...]
Article : texte imprimé
Thang N. Dao, Auteur ;
John W. Van De Lindt, Auteur
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Light-frame wood buildings represent most of residential structures throughout the United States. Approximately half of the U.S. population lives within 50 miles of the coast with many of those dwellings in the Gulf Coast region or along the eas[...]
Article : texte imprimé
Richard M. Gutkowski, Auteur ;
Jeno Balogh, Auteur ;
Lam G. To, Auteur
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A finite-element model (FEM) is developed to predict the load-displacement behavior of a composite wood-concrete floor/deck system under short-term loading. The interlayer connection was modeled with link elements dedicated for connection modeli[...]
Article : texte imprimé
Jung-Pyo Hong, Auteur ;
David Barrett, Auteur
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A three-dimensional nonlinear finite-element model of single nail connection was developed based on transversely isotropic plasticity. In order to have the connection model account for crushing behavior of wood during the nail embedment, a proce[...]
Article : texte imprimé
Xiaobin Song, Auteur ;
Frank Lam, Auteur ;
Hao Huang, Auteur
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This paper presents the results of an experimental study on the critical buckling load and lateral bracing force of metal plate connected wood truss assemblies. Material property tests—including the modulus of elasticity of dimension lumber, fle[...]
Article : texte imprimé
S. P. Tastani, Auteur ;
S. J. Pantazopoulou, Auteur
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Results from 50 bond tests conducted using the so-called direct tension pullout specimen type are presented. Anchorages of steel bars with machined deformations were tested so as to enable a targeted study of the effect of rib height and related[...]
Article : texte imprimé
Bradley F. Coffman, Auteur ;
Joseph A. Main, Auteur ;
Dat Duthinh, Auteur
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Peak bending moments are compared for a set of steel portal frames of industrial buildings in an open terrain calculated using database-assisted design (DAD) techniques and ASCE 7-05 Standard plots. The comparisons indicate that, depending on th[...]
Article : texte imprimé
Sakdirat Kaewunruen, Auteur ;
Alex M. Remennikov, Auteur
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Prestressed concrete sleepers (or railroad ties) are the crosstie beam support in railway track systems. They are designed and constructed under flexural constraints in order to carry and transfer the dynamic wheel loads from the rails to the gr[...]
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