Journal of structural engineering, Vol. 136 N° 9. Journal of structural engineering - Septembre 2010
| Titre : | Journal of structural engineering, Vol. 136 N° 9. Journal of structural engineering - Septembre 2010 |
| Type de document : | Bulletin |
| Paru le : | 06/09/2011 |
Dépouillements
Article : texte imprimé
Lucian Stefan, Auteur ;
Pierre Lege, Auteur
|
Envelopes for biaxial bending capacity of reinforced concrete elements are used extensively in design or in structural safety evaluation to verify the adequacy of internal force resultants from series of axial P and bending moments Mx and My loa[...]
Article : texte imprimé
Tae-Sung Eom, Auteur ;
Hong-Gun Park, Auteur
|
Longitudinal elongation develops in reinforced concrete members that exhibit flexural yielding during cyclic loading. The longitudinal elongation can decrease the shear strength and deformation capacity of the members. In the present study, nonl[...]
Article : texte imprimé
Article : texte imprimé
Brad D. Weldon, Auteur ;
Yahya C. Kurama, Auteur
|
This paper describes the results from eight half-scale experiments of unbonded posttensioned precast concrete coupling beams under reversed-cyclic lateral loading. Each test specimen includes a coupling beam and the adjacent concrete wall pier r[...]
Article : texte imprimé
Min-Yuan Cheng, Auteur ;
Gustavo J. Parra-Montesinos, Auteur ;
Carol K. Shield, Auteur
|
Results from the tests of three large-scale slab-column subassemblies subjected to combined gravity load and biaxial lateral displacements are presented. The main purpose of the experimental program was to investigate the use of randomly oriente[...]
Article : texte imprimé
E. Minaie, Auteur ;
M. Mota, Auteur ;
F. L. Moon, Auteur
|
The objectives of this research were to experimentally establish the in-plane behavior of partially grouted (PG) reinforced concrete masonry shear walls and to assess the appropriateness of current seismic design provisions for such walls. To ac[...]
Article : texte imprimé
Xudong Shao, Auteur ;
Haolei Wang, Auteur ;
Hua Zhao, Auteur
|
An experimental study was carried out to investigate the behavior of a new type multicantilever prestressed composite beams with corrugated steel webs (CBCW). The main mechanical performances of CBCW, such as efficiency of prestressing, creep an[...]
Article : texte imprimé
Young-Ju Kim, Auteur ;
In-Yong Jung, Auteur ;
Young-Kyu Ju, Auteur
|
In recent years, the number of tall buildings being constructed has been rapidly increasing worldwide. Some buildings have been constructed with triangular exterior structural members, known as diagrid systems, which have been developed for stru[...]
Article : texte imprimé
A method for estimating the available strength level (load and resistance factor design) seismic resistance of light-frame cold-formed steel shear walls is discussed. The proposed method attempts to account for the early onset of inelastic behav[...]
Article : texte imprimé
B. Belletti, Auteur ;
A. Gasperi, Auteur
|
This paper reports on the behavior of simply supported (I-shaped cross section) steel beams prestressed by tendons. It is well known that this typology of beams has successfully been used mainly in the past. Prestressed steel beams are lighter t[...]
Article : texte imprimé
Dimitrios G. Lignos, Auteur ;
Dimitrios Kolios, Auteur ;
Miranda, Eduardo, Auteur
|
This paper presents fragility functions to estimate the probability of reaching or exceeding different damage states in reduced beam section (RBS) beam-to-column moment connections of steel moment resisting frames. The fragility functions are de[...]
Article : texte imprimé
Naiyu Wang, Auteur ;
Ellingwood, Bruce R., Auteur ;
Abdul-Hamid Zureick, Auteur
|
Structural applications of carbon fiber-reinforced polymer (FRP) composites in civil infrastructure rehabilitation projects are receiving increasing interest due primarily to their high strength-weight ratio, resistance to aggressive environment[...]
Article : texte imprimé
David O. Prevatt, Auteur ;
Bo Cui, Auteur
|
Wind tunnel studies were conducted on 1:100 scale building models of monosloped and several (two- through five-span) sawtooth roof buildings to determine appropriate peak and area-averaged wind pressure coefficients. The results showed that the [...]
Article : texte imprimé
Ioannis Zisis, Auteur ;
Ted Stathopoulos, Auteur
|
A wind tunnel study has been carried out to assess wind loads on patio covers attached to low-rise buildings. A 1:100 geometric scale building and patio cover model was constructed and tested for open exposure conditions. The patio cover model w[...]
Exemplaires(0)
| Disponibilité | ||||
|---|---|---|---|---|
| aucun exemplaire | ||||
