scholarly journals Dynamic response of a full-scale reinforced concrete building frame retrofitted with FRP column jackets

2016 ◽  
Vol 125 ◽  
pp. 244-253 ◽  
Author(s):  
Jiuk Shin ◽  
David W. Scott ◽  
Lauren K. Stewart ◽  
Chuang-Sheng Yang ◽  
Timothy R. Wright ◽  
...  
Keyword(s):  
Reinforced Concrete ◽  
Dynamic Response ◽  
Full Scale ◽  
Building Frame ◽  
Reinforced Concrete Building ◽  
Concrete Building

scholarly journals Dynamic response of reinforced concrete building from the effects of rail transport

2014 ◽  
Vol 9 (1) ◽  
pp. 69-78
Author(s):  
Ivo Demjan ◽  
Michal Tomko
Keyword(s):  
Reinforced Concrete ◽  
Dynamic Response ◽  
Dynamic Analysis ◽  
3D Model ◽  
Spectral Response ◽  
Random Excitation ◽  
Rail Transport ◽  
Reinforced Concrete Building ◽  
Load Spectra ◽  
Concrete Building

Abstract A 3D model of a reinforced concrete building and was created in software ANSYS. The dynamic analysis was focused on the spectral response of the object represented by a random excitation experiment found in records in the form of load spectra

SURVIVABILITY OF THE FRAME-ROD REINFORCED CONCRETE BUILDING FRAMEWORK IN ACCIDENTAL ACTION

2021 ◽  
Vol 97 (5) ◽  
pp. 40-50
Author(s):  
N.B. ANDROSOVA ◽  
◽  
V.I. KOLCHUNOV ◽  
◽  
Keyword(s):  
Reinforced Concrete ◽  
Structural System ◽  
Reinforced Concrete Frame ◽  
Structural Element ◽  
Limiting State ◽  
Nonequilibrium Processes ◽  
Building Frame ◽  
Reinforced Concrete Building ◽  
Concrete Building

A methodology and an algorithm for calculating the survivability parameters of a long-term deformable reinforced concrete building frame in extreme states are presented. Analytical dependencies for determining the value of the creep measure are taken in accordance with the use of approximate dependencies from the recommendations of the NIIZHB. On this basis, a method is proposed for determining the cross-section bending stiffness of the frame elements. The deformation criterion of a special limiting state is formulated taking into account the nonequilibrium processes of prolonged deformation of the structural system elements. The numerical analysis results of the long-term deformable reinforced concrete frame survivability potential with a sudden removal of the one structural element, taking into account the long-term deformation prehistory of the considered building frame under an operating load, are presented. The exposure of the structural system survivability from the its loading moment to its transformation into a kinematically variable system has been determined.

Shaking-table tests of a full-scale ten-story reinforced-concrete building (FY2015). Phase I: Free-standing system with base sliding and uplifting

2021 ◽  
Vol 233 ◽  
pp. 111848
Author(s):  
Koichi Kajiwara ◽  
Yusuke Tosauchi ◽  
Jae-Do Kang ◽  
Kunio Fukuyama ◽  
Eiji Sato ◽  
...  
Keyword(s):  
Reinforced Concrete ◽  
Phase I ◽  
Full Scale ◽  
Shaking Table ◽  
Shaking Table Tests ◽  
Free Standing ◽  
Reinforced Concrete Building ◽  
Concrete Building

F.E.M. Simulation of the Building Frame Node Behavior during Seism

2016 ◽  
Vol 823 ◽  
pp. 95-98
Author(s):  
Adriana Ionescu ◽  
Cristian Burada ◽  
Mihai Negru
Keyword(s):  
Reinforced Concrete ◽  
Energy Dissipation ◽  
Strain State ◽  
Stress And Strain ◽  
Building Frame ◽  
Reinforced Concrete Building ◽  
Concrete Building ◽  
Important Nodes

This paper presents a simulation made with ANSYS program on the stress and strain state of the node region of a reinforced concrete building subjected to earthquakes and equipped with devices for seism energy dissipation. This simulation includes the forces developed by the damping devices which act on these important nodes regions. The main goal of this simulation is to determine if the presence of the damping device at the supra-structure of the building is increasing the stresses and strains in the concrete and reinforcement bars of the node during earthquakes. For this study were used damping devices with damping forces depending on displacements. The results are very useful in the process of designing the damping system for the superstructure of the building and in the process of designing the reinforcements of the building nodes regions.

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