Journal of structural engineering, Vol. 136 N° 1. Journal of structural engineering - Janvier 2010
| Titre : | Journal of structural engineering, Vol. 136 N° 1. Journal of structural engineering - Janvier 2010 |
| Type de document : | Bulletin |
| Paru le : | 06/09/2011 |
Dépouillements
Article : texte imprimé
Despina V. Syntzirma, Auteur ;
Stavroula J. Pantazopoulou, Auteur ;
Mark Aschheim, Auteur
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Buckling of reinforcement is one of the possible phenomena that limit the deformation capacity of reinforced concrete members under reversed cyclic loading. Previous experimental research suggests that occurrence of buckling is linked to displac[...]
Article : texte imprimé
The pseudodynamic testing of two reinforced concrete bridge columns with a reduced scale of 2/5 was performed to obtain their seismic responses to near-fault ground motions. An identical column was also cyclically tested under constant axial loa[...]
Article : texte imprimé
Bing Li, Auteur ;
Sudhakar A. Kulkarni, Auteur
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An experimental and numerical investigation carried out on RC wide beam-column joints when subjected to seismic loads is reported within this paper. The experimental study was conducted by subjecting three full-scale wide exterior beam-column sp[...]
Article : texte imprimé
Drew A. Graham, Auteur ;
David M. Carradine, Auteur ;
Donald A. Bender, Auteur
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Low-rise buildings are typically designed with shear walls and horizontal diaphragms to resist lateral load during windstorms and earthquakes. Although seismic performance and lateral load resistance behavior are generally well-understood for li[...]
Article : texte imprimé
E. Lukaszewska, Auteur ;
M. Fragiacomo, Auteur ;
H. Johnsson, Auteur
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This paper describes tests on a novel composite floor system constructed by connecting prefabricated concrete slabs to timber joists. Seven types of shear connectors have been developed and tested: lag screws, either alone or combined with a not[...]
Article : texte imprimé
John W. Van De Lindt, Auteur ;
Shiling Pei, Auteur ;
Hongyan Liu, Auteur
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The experimental seismic responses of a full-scale two-story light-frame wood townhouse building, designed to modern U.S. engineered seismic design requirements, were compared against the predictions of a new software package entitled seismic an[...]
Article : texte imprimé
J. Maljaars, Auteur ;
F. Soetens, Auteur ;
H. H. Snijder, Auteur
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Design models for local buckling of fire-exposed aluminum sections are currently lacking. Based on analyses with validated finite-element models, this paper investigates local buckling of extruded sections with stress-strain relationships repres[...]
Article : texte imprimé
Eugenio Gutierrez, Auteur ;
Carlo Paulotto, Auteur
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This paper presents a procedure for calculating the effective equivalent structural properties (stiffness and damping) of hysteretic systems from the time histories of their dynamic response. The method is based on the finding that the effective[...]
Article : texte imprimé
Alfred Strauss, Auteur ;
Dan M. Frangopol, Auteur ;
Konrad Bergmeister, Auteur
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A nondestructive damage detection approach based on measured structural responses is presented and verified by controlled laboratory experiments and by tests on real structures. In the experiments, defined magnitudes of damages are assigned to r[...]
Article : texte imprimé
Gregory A. Kopp, Auteur ;
Jon K. Galsworthy, Auteur ;
Jeong Hee Oh, Auteur
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Wind tunnel tests of open-frame, low-rise buildings were carried out to determine the drag (base shear) and bracing loads in the direction normal to the frames (parallel to the ridge). In total, 18 configurations were examined in an open country[...]
Article : texte imprimé
Haan, F. L. Jr., Auteur ;
Vasanth Kumar Balaramudu, Auteur ;
P. P. Sarkar, Auteur
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Current design wind loads for buildings and other structures are based upon model tests in low-speed boundary-layer wind tunnels that generate straight-line winds. Winds resulting from tornadoes that can occur during extreme weather events such [...]
Article : texte imprimé
R. D. Gabbai, Auteur ;
E. Simiu, Auteur
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We present a novel methodology for the estimation of the aerodynamic damping that affects the along-wind response of tall buildings. The estimation uses (1) measurements of the external pressures on the windward and leeward faces under wind norm[...]
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