Detailed seismic design of concrete buildings

2015 ◽  
pp. 196-283
Keyword(s):  
Seismic Design ◽  
Concrete Buildings

fib Bulletin 25. Displacement-based seismic design of reinforced concrete buildings

2003 ◽  
Author(s):  
G. Michele Calvi ◽  
Daniel P. Abrams ◽  
Hugo Bachmann ◽  
Shaoliang Bai ◽  
Patricio Bonelli ◽  
...  
Keyword(s):  
Reinforced Concrete ◽  
Seismic Design ◽  
Reinforced Concrete Buildings ◽  
Concrete Buildings ◽  
Displacement Based ◽  
Displacement Based Seismic Design

Multi-objective seismic design of BRBs-reinforced concrete buildings using genetic algorithms

2021 ◽  
Author(s):  
Herian Leyva ◽  
Juan Bojórquez ◽  
Edén Bojórquez ◽  
Alfredo Reyes-Salazar ◽  
Julián Carrillo ◽  
...  
Keyword(s):  
Genetic Algorithms ◽  
Reinforced Concrete ◽  
Seismic Design ◽  
Reinforced Concrete Buildings ◽  
Concrete Buildings ◽  
Multi Objective

scholarly journals Seismic design of prestressed concrete buildings

1990 ◽  
Vol 23 (4) ◽  
pp. 288-304 ◽  
Author(s):  
Minehiro Nishiyama
Keyword(s):  
Reinforced Concrete ◽  
Cyclic Loading ◽  
Dynamic Response ◽  
Seismic Design ◽  
Prestressed Concrete ◽  
Design Procedure ◽  
Seismic Load ◽  
Seismic Loads ◽  
Concrete Buildings ◽  
Reversed Cyclic

The current seismic design procedure for prestressed concrete buildings in Japan is described. The design seismic loads for prestressed concrete buildings provided in NZS 4203:1984 are compared with those in the corresponding Japanese code. Comparisons between prestressed concrete and ordinary reinforced concrete buildings are discussed with regard to design seismic load, dynamic response during earthquake motions and the performance of beam-column joints under reversed cyclic loading. The results of several tests are summarised.

scholarly journals Direct displacement-based seismic design of concrete buildings

2000 ◽  
Vol 33 (4) ◽  
pp. 421-444 ◽  
Author(s):  
M.J.N. Priestley ◽  
M.J. Kowalsky
Keyword(s):  
Seismic Design ◽  
Design Procedure ◽  
Time History ◽  
Initial Stiffness ◽  
Concrete Buildings ◽  
History Analysis ◽  
Starting Point ◽  
Displacement Profile ◽  
Displacement Based ◽  
Design Earthquake

A seismic design procedure is developed to enable concrete buildings to be designed to achieve a specified acceptable level of damage under the design earthquake. The acceptable limit is defined as a displacement profile related to limit material strains or code specified drift limits. In this procedure, the elastic properties, including initial stiffness, strength and period, are the end product of the design rather than the starting point. It is shown that the procedure is simple to apply, and results in significant differences from the more conventional force-based procedure. Designs for multi-storey frame and wall buildings are presented, and target displacements are compared with results from inelastic time-history analysis.

Seismic Design of Concrete Buildings to Eurocode 8

2015 ◽  
Author(s):  
Michael Fardis ◽  
Eduardo Carvalho ◽  
Peter Fajfar ◽  
Alain Pecker
Keyword(s):  
Seismic Design ◽  
Eurocode 8 ◽  
Concrete Buildings
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