scholarly journals Seismic Response Analysis of Reinforced Concrete Wall Structure Using Macro Model

2016 ◽  
Vol 10 (1) ◽  
pp. 99-112 ◽  
Author(s):  
Dong-Kwan Kim
Keyword(s):  
Reinforced Concrete ◽  
Seismic Response ◽  
Wall Structure ◽  
Response Analysis ◽  
Seismic Response Analysis ◽  
Concrete Wall ◽  
Macro Model ◽  
Reinforced Concrete Wall

Seismic response analysis of reinforced concrete frames including soil flexibility

2013 ◽  
Vol 48 (1) ◽  
pp. 1-16 ◽  
Author(s):  
B.R. Jayalekshmi ◽  
V.G. Deepthi Poojary ◽  
Katta Venkataramana ◽  
R. Shivashankar
Keyword(s):  
Reinforced Concrete ◽  
Seismic Response ◽  
Response Analysis ◽  
Concrete Frames ◽  
Seismic Response Analysis ◽  
Reinforced Concrete Frames ◽  
Soil Flexibility

Modeling and Seismic Response Analysis of Italian Code-Conforming Reinforced Concrete Buildings

2018 ◽  
Vol 22 (sup2) ◽  
pp. 105-139 ◽  
Author(s):  
Paolo Ricci ◽  
Vincenzo Manfredi ◽  
Fabrizio Noto ◽  
Marco Terrenzi ◽  
Crescenzo Petrone ◽  
...  
Keyword(s):  
Reinforced Concrete ◽  
Seismic Response ◽  
Response Analysis ◽  
Reinforced Concrete Buildings ◽  
Seismic Response Analysis ◽  
Concrete Buildings

Finite Element Seismic Response Analysis of a Reinforced Concrete Pier with a Fractured Fine Tetrahedron Mesh

2016 ◽  
Vol 10 (05) ◽  
pp. 1640013
Author(s):  
Shigenobu Okazawa ◽  
Takumi Tsumori ◽  
Takuzo Yamashita ◽  
Satoyuki Tanaka
Keyword(s):  
Finite Element ◽  
Reinforced Concrete ◽  
Seismic Response ◽  
Seismic Waves ◽  
Element Model ◽  
Response Analysis ◽  
Analysis Model ◽  
Seismic Response Analysis ◽  
Seismic Experiment ◽  
Node Connectivity

A seismic response analysis of a reinforced concrete (RC) pier has been undertaken using seismic waves recorded at the Takatori station during the southern Hyogo perfecture earthquake in 1995 in Japan. Distinguishing characteristics of this analysis are as follows. First, the RC pier has been modeled using the finite element method with a solid mesh. The analysis model has been generated using tetrahedral elements with node connectivity, not only in the concrete but also in the reinforcement steel. Also, an analysis has been undertaken on fracture treatments in the concrete. Using PDS-FEM, a system of suitable fractures in the concrete resulting from the seismic event can be simulated. Ultimately, a finite element model is established with a fine tetrahedron mesh with about 20 million elements. We calculate a seismic response analysis using the K computer at the RIKEN Advanced Institute for Computational Science, and compare that result with a seismic experiment in E-Defense to confirm the computational approach.

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