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RISBehavior of Damaged Exterior RC Beam-Column Joints Strengthened by CFRP Composites
of the energy dissipation and the performance level and finally it leads to improved type of damages compared with the damage modes of the specimens during the initial loading. Shortcomings of the application of C-FRP sheets for practical use are also pointed...
Comparison Performance Level of Frame Eight-Storey Steel with Increase X-Bracing (with and without base isolation)
Comparison Performance Level of Frame Eight-Storey Steel with Increase X-Bracing (with and without base isolation)...
Seismic Vulnerability and Performance Level of confined brick walls
suitable with geology conditions under dynamic analysis to research on the Seismic Vulnerability and performance level of confined brick walls. Results from this analysis seem to be satisfactory after comparison of them with the values in Code ATC40, FEMA...
Performance Level of Masonry Structures
to review the seismic vulnerability and performance level various samples of these structures are studied.
By applying a suitable model which is designed by computer software under pressure of dynamic load In addition the analytical result...
Comparison Of Perfomance of Thin Steel Shear Walls And Concentric Braces by Capacity Spectrum Method
and theoretical studying has been done on steel shear walls. But, only in Canada building code (CAS, 1994) a discrete section is devoted to steel shear walls. Among methods of designing structures against earthquake, designing based on performance levels has been...
Seismic Vulnerability and Performance Level of Confined Brick Walls
conditions under dynamic analysis to research on the Seismic Vulnerability and performance level of confined brick walls. Results from this analysis seem to be satisfactory after comparison of them with the values in Code ATC40, FEMA and standard 2800 of Iran....
Experimental Investigation of Damaged Exterior RC Beam–Column Joints Retrofittrd by FRP Jacketing Kind
The efficiency of a seismic retrofit using externally bonded fiber-reinforced polymer composites on existing damaged reinforced concrete joints, designed prior to the introduction of modern standard seismic design code ...
An investigation on the seismic performance of reinforced concrete panel structures
into consideration. The nonlinear behavior of these structures are studied by PERFORM 3D software and its multi-layer shell finite elements with fiber sections. Carrying out the analysis, the performance level of each model is determined...
Study on the Seismic Performance of the Buckling- Restrained Braced Frames
Considering the fact use of the buckling restrained braced frames (BRBFs) is growing in recent years, behavior of
this system against the earthquake forces is needed. These frames are the new type of ...