Partial inelastic analysis procedure for optimum capacity design of R/C buildings

2019 ◽  
pp. 229-240 ◽  
Author(s):  
Andreas J. Kappos
Keyword(s):  
Analysis Procedure ◽  
Capacity Design ◽  
Inelastic Analysis ◽  
Optimum Capacity

Dynamic elasto-plastic response of a reinforced concrete spandrel frame

1969 ◽  
Vol 59 (2) ◽  
pp. 855-864
Author(s):  
W. R. Walpole ◽  
R. Shepherd
Keyword(s):  
Reinforced Concrete ◽  
New Zealand ◽  
Digital Computer ◽  
Small Amplitude ◽  
Elastic Vibration ◽  
Analysis Procedure ◽  
Plastic Response ◽  
Inelastic Analysis ◽  
Beam Frame

abstract Following the construction of the sixteen story Jerningham Apartments building in Wellington, New Zealand, small amplitude shaking tests were conducted on the building and the development of an inelastic analysis procedure enabled the possible elastoplastic response of a portion of the reinforced concrete framework to be investigated using a digital computer. In this paper the correlation between the predicted and measured periods of elastic vibration is briefly referred to and the results of elastic and elasto-plastic analyses of the selected portion of the spandrel beam frame are presented.

The Elicited Language Analysis Procedure

1982 ◽  
Vol 13 (1) ◽  
pp. 37-41
Author(s):  
Larry J. Mattes
Keyword(s):  
Diagnostic Tool ◽  
Descriptive Analysis ◽  
Quality Measures ◽  
Analysis Procedure ◽  
Elicited Imitation ◽  
Response Quality ◽  
Semantic Relationships ◽  
Language Analysis

Elicited imitation tasks are frequently used as a diagnostic tool in evaluating children with communication handicaps. This article presents a scoring procedure that can be used to obtain an in-depth descriptive analysis of responses produced on elicited imitation tasks. The Elicited Language Analysis Procedure makes it possible to systematically evaluate responses in terms of both their syntactic and semantic relationships to the stimulus sentences presented by the examiner. Response quality measures are also included in the analysis procedure.

Study on Power Fluctuation Dispatch and Capacity Design of Short Period Power Fluctuation Compensation System in Consideration of Power Loss

2014 ◽  
Vol 134 (1) ◽  
pp. 57-63
Author(s):  
Akihiro Teguri ◽  
Shunsuke Kawachi ◽  
Jumpei Baba ◽  
Eisuke Shimoda ◽  
Takayuki Sugimoto
Keyword(s):  
Power Loss ◽  
Compensation System ◽  
Capacity Design ◽  
Power Fluctuation ◽  
Short Period

Influence of Massive Substructures on Capacity Design Method

2016 ◽  
Vol 106 (10) ◽  
pp. 357-362
Author(s):  
Yudong MAO ◽  
Jianzhong LI
Keyword(s):  
Design Method ◽  
Capacity Design

Post-buckling inelastic analysis of thin-walled metal members using the Generalised Beam Theory

2019 ◽  
Author(s):  
Miguel Abambres ◽  
Dinar Camotim ◽  
Miguel Abambres
Keyword(s):  
Finite Element Method ◽  
Finite Element ◽  
Beam Theory ◽  
Flow Theory ◽  
Promising Alternative ◽  
Inelastic Analysis ◽  
Post Buckling ◽  
Thin Walled ◽  
Shell Finite Element ◽  
Generalised Beam Theory

A 2nd order inelastic Generalised Beam Theory (GBT) formulation based on the J2 flow theory is proposed, being a promising alternative to the shell finite element method. Its application is illustrated for an I-section beam and a lipped-C column. GBT results were validated against ABAQUS, namely concerning equilibrium paths, deformed configurations, and displacement profiles. It was concluded that the GBT modal nature allows (i) precise results with only 22% of the number of dof required in ABAQUS, as well as (ii) the understanding (by means of modal participation diagrams) of the behavioral mechanics in any elastoplastic stage of member deformation .

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