scholarly journals Establishment of performance-based seismic design factors for precast concrete floor diaphragms

2015 ◽  
Vol 45 (5) ◽  
pp. 675-698 ◽  
Author(s):  
Dichuan Zhang ◽  
Robert B. Fleischman
Keyword(s):  
Seismic Design ◽  
Precast Concrete ◽  
Concrete Floor ◽  
Performance Based Seismic Design ◽  
Design Factors ◽  
Floor Diaphragms

scholarly journals Performance-based seismic design framework for RC floor diaphragms in dual systems

2017 ◽  
Vol 199 ◽  
pp. 3546-3551 ◽  
Author(s):  
Alfredo Gonzalez ◽  
Enrico Spacone ◽  
Roberto Nascimbene
Keyword(s):  
Seismic Design ◽  
Design Framework ◽  
Dual Systems ◽  
Performance Based Seismic Design ◽  
Floor Diaphragms

Seismic Design Forces for Rigid Floor Diaphragms in Precast Concrete Building Structures

2007 ◽  
Vol 133 (11) ◽  
pp. 1604-1615 ◽  
Author(s):  
Mario E. Rodriguez ◽  
José I. Restrepo ◽  
John J. Blandón
Keyword(s):  
Seismic Design ◽  
Precast Concrete ◽  
Building Structures ◽  
Concrete Building ◽  
Floor Diaphragms

Seismic Design Methodology for Precast Concrete Diaphragms Part 2: Research Program

PCI Journal ◽  
2005 ◽  
Vol 50 (6) ◽  
pp. 14-31 ◽  
Author(s):  
Robert B. Fleischman ◽  
S.K. Ghosh ◽  
Clay J. Naito ◽  
Ge Wan ◽  
José Restrepo ◽  
...  
Keyword(s):  
Seismic Design ◽  
Research Program ◽  
Design Methodology ◽  
Precast Concrete

Shallow Precast Concrete Floor Without Beam Ledges Or Column Corbels

PCI Journal ◽  
2019 ◽  
Vol 64 (4) ◽  
Author(s):  
George Morcous ◽  
Eliya Henin ◽  
Maher K. Tadros
Keyword(s):  
Precast Concrete ◽  
Concrete Floor

Seismic design guidelines for solid and perforated hybrid precast concrete shear walls

PCI Journal ◽  
2014 ◽  
Vol 59 (3) ◽  
pp. 43-59 ◽  
Author(s):  
Brian J. Smith ◽  
Yahya C. Kurama
Keyword(s):  
Seismic Design ◽  
Precast Concrete ◽  
Shear Walls ◽  
Design Guidelines

Research Situation on the Performance-Based Seismic Design Method for Reinforced Concrete Structure

2010 ◽  
Vol 163-167 ◽  
pp. 1757-1761
Author(s):  
Yong Le Qi ◽  
Xiao Lei Han ◽  
Xue Ping Peng ◽  
Yu Zhou ◽  
Sheng Yi Lin
Keyword(s):  
Reinforced Concrete ◽  
Seismic Design ◽  
Design Method ◽  
Concrete Structures ◽  
Reinforced Concrete Structures ◽  
Seismic Evaluation ◽  
Seismic Codes ◽  
Performance Based Seismic Design ◽  
Capacity Calculation ◽  
Seismic Design Method

Various analytical approaches to performance-based seismic design are in development. Based on the current Chinese seismic codes，elastic capacity calculation under frequent earthquake and ductile details of seismic design shall be performed for whether seismic design of new buildings or seismic evaluation of existing buildings to satisfy the seismic fortification criterion “no damage under frequent earthquake, repairable under fortification earthquake, no collapse under severe earthquake”. However, for some special buildings which dissatisfy with the requirements of current building codes, elastic capacity calculation under frequent earthquake is obviously not enough. In this paper, the advanced performance-based seismic theory is introduced to solve the problems of seismic evaluation and strengthening for existing reinforced concrete structures, in which story drift ratio and deformation of components are used as performance targets. By combining the features of Chinese seismic codes, a set of performance-based seismic design method is established for reinforced concrete structures. Different calculation methods relevant to different seismic fortification criterions are adopted in the proposed method, which solve the problems of seismic evaluation for reinforced concrete structures.

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