Influence of story number on the Seismic Performance Factors (SPFs) of reinforced concrete frame buildings calculated using FEMA P695 procedure

2016 ◽  
pp. 295-298
Author(s):  
J Mattovani ◽  
S Kristiawan ◽  
A Supriyadi
Keyword(s):  
Reinforced Concrete ◽  
Seismic Performance ◽  
Reinforced Concrete Frame ◽  
Performance Factors ◽  
Concrete Frame ◽  
Frame Buildings

Seismic Performance of Reinforced Concrete Frame Buildings Equipped with Friction Dampers

2018 ◽  
Author(s):  
Ali Naghshineh ◽  
Amina Kassem ◽  
Anne-Gaelle Pilorge ◽  
Oscar Romero Galindo ◽  
Ashutosh Bagchi
Keyword(s):  
Reinforced Concrete ◽  
Seismic Performance ◽  
Reinforced Concrete Frame ◽  
Friction Dampers ◽  
Concrete Frame ◽  
Frame Buildings

scholarly journals Assessment of seismic performance characteristics of reinforced concrete buildings constructed between 1936 and 1975

1984 ◽  
Vol 17 (3) ◽  
pp. 163-184
Author(s):  
D. R. Brunsdon ◽  
M. J. N. Priestley
Keyword(s):  
Reinforced Concrete ◽  
Seismic Performance ◽  
Performance Characteristics ◽  
Reinforced Concrete Buildings ◽  
Reinforced Concrete Frame ◽  
Concrete Buildings ◽  
Concrete Frame ◽  
Inelastic Analysis ◽  
Frame Buildings ◽  
Adverse Influence

This paper describes the results of an investigation into the expected seismic performance of reinforced concrete buildings constructed between 1936 and 1975. Typical design and construction features of these buildings are reviewed, including a chronological comparison of post-1935 seismic design levels. Two reinforced concrete frame buildings constructed in the 1950s were the subject of inelastic analysis, and it is found that member shear and poor joint performance tended to govern the ultimate response. An analysis procedure for evaluating the seismic performance characteristics of reinforced concrete frame elements is proposed. Case studies illustrate this method, one of which highlights the adverse influence of highly eccentric building layout.

A Review of the Seismic Performance for FRP Reinforced RC Frame Joints

2013 ◽  
Vol 353-356 ◽  
pp. 2110-2113
Author(s):  
Zhi Hong Xie ◽  
Jian Hong Zhang ◽  
Li Sha Liu
Keyword(s):  
Reinforced Concrete ◽  
Bearing Capacity ◽  
Seismic Performance ◽  
Rc Frame ◽  
Reinforced Concrete Frame ◽  
Performance Factors ◽  
Concrete Frame ◽  
Finite Element Numerical Simulation ◽  
And Performance ◽  
Basic Ideas

Reasonably effective methods of FRP strengthening can dramatically improve the ultimate bearing capacity, ductility and seismic performance of reinforced concrete frame joints. This paper, based on domestic and foreign experimental research and finite element numerical simulation which are working at improving bearing capacity and seismic performance of reinforced concrete frame joints, analyzes mechanism and performance factors of RC frame joints reinforced with FRP material, concludes with basic ideas and methods of FRP material RC joints, together with the direction of continuing studies.

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