scholarly journals SEISMIC RESPONSE ANALYSIS OF EXISTING WALL-TYPE PRECAST REINFORCED CONCRETE RESIDENTIAL BUILDINGS CONSIDERING FOUNDATION AND SOIL

2017 ◽  
Vol 82 (741) ◽  
pp. 1811-1821
Author(s):  
Toki NONAKA ◽  
Jiro TAKAGI
Keyword(s):  
Reinforced Concrete ◽  
Seismic Response ◽  
Residential Buildings ◽  
Response Analysis ◽  
Seismic Response Analysis

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.

Probabilistic seismic response analysis of a 3-D reinforced concrete building

2013 ◽  
Vol 44 ◽  
pp. 11-27 ◽  
Author(s):  
Marco Faggella ◽  
André R. Barbosa ◽  
Joel P. Conte ◽  
Enrico Spacone ◽  
José I. Restrepo
Keyword(s):  
Reinforced Concrete ◽  
Seismic Response ◽  
Response Analysis ◽  
Seismic Response Analysis ◽  
Reinforced Concrete Building ◽  
Concrete Building

Modeling Cyclic Behavior of Reinforcing Steel: Relevance in Seismic Response Analysis of Reinforced Concrete Structures

2008 ◽  
Vol 400-402 ◽  
pp. 301-309
Author(s):  
Yeong Ae Heo ◽  
Guo Wei Zhang ◽  
Sashi K. Kunnath ◽  
Yan Xiao
Keyword(s):  
Reinforced Concrete ◽  
Seismic Response ◽  
Low Cycle Fatigue ◽  
Concrete Structures ◽  
Cyclic Behavior ◽  
Response Analysis ◽  
Reinforced Concrete Structures ◽  
Reinforcing Steel ◽  
Inelastic Behavior ◽  
Seismic Response Analysis

In nonlinear dynamic analyses of RC structures based on fiber-based discretization of member cross-sections, the constitutive model used to represent the cyclic behavior of reinforcing steel typically plays a significant role in controlling the structural response especially for nonductile systems. The accuracy of a fiber-section model is almost entirely dependent on the ability of both the concrete and reinforcing steel constitutive material models to represent the overall inelastic behavior of the member. This paper describes observations related to the fundamental properties of reinforcing steel such as buckling, hardening, diminishing yield plateau and growth of curvature, Bauschinger effect, and low-cycle fatigue and strength degradation that are relevant to the overall task of developing an accurate material model for use in seismic response analysis of reinforced concrete structures.

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