scholarly journals DYNAMIC RESPONSE ANALYSIS OF REINFORCED CONCRETE FRAME USING A THREE-ELEMENT-MAXWELL MODEL

1989 ◽  
Vol 399 (0) ◽  
pp. 9-17
Author(s):  
MORIHISA FUJIMOTO ◽  
AKIRA WADA ◽  
YUICHI KIMURA
Keyword(s):  
Reinforced Concrete ◽  
Dynamic Response ◽  
Maxwell Model ◽  
Response Analysis ◽  
Reinforced Concrete Frame ◽  
Dynamic Response Analysis ◽  
Concrete Frame

Dynamic Response Analysis of Column-Supported Silos

2011 ◽  
Vol 255-260 ◽  
pp. 304-308
Author(s):  
Yong Gang Ding ◽  
Jian Qiang Wang ◽  
Yu Cheng ◽  
Ling Fan
Keyword(s):  
Finite Element Method ◽  
Finite Element ◽  
Reinforced Concrete ◽  
Dynamic Response ◽  
Response Analysis ◽  
Grain Storage ◽  
Dynamic Response Analysis ◽  
Single Column ◽  
Element Method ◽  
At Home

In consideration of the deficient study on dynamic response of reinforced concrete silos, especially group silos at home and abroad, taking the silos of one grain storage for instance, the dynamic response analysis of a single column-supported silo and that of group silos are carried out and contrasted through finite element method. Then the analysis results are contrasted with corresponding standards as well as academic studies.

Dynamic Response Analysis of Reinforced Concrete Suspension Bridge under Seismic Action

2013 ◽  
Vol 405-408 ◽  
pp. 2020-2024
Author(s):  
Li Ming Wu
Keyword(s):  
Finite Element ◽  
Reinforced Concrete ◽  
Dynamic Response ◽  
Structural Response ◽  
Suspension Bridge ◽  
Response Analysis ◽  
Seismic Action ◽  
Load Effect ◽  
Dynamic Response Analysis ◽  
Gravity Load

Taking the typical reinforced concrete stiffening truss suspension bridge as example, finite element analysis model under seismic action is established. Dynamic response analysis is done on this suspension bridge using finite element software ANSYS and contrast is done between this analysis result and structural response under gravity load effect. Contrast result shows that structural response under seismic action is obviously higher than that under gravity load effect in which internal force response is greater than displacement. The function of dynamic load should be taken into account in the design of bridge structure in order to provide reference for the structural design of long-span flexible bridge.

scholarly journals Recent development in seismic design of reinforced concrete buildings in Japan

1991 ◽  
Vol 24 (4) ◽  
pp. 333-340
Author(s):  
H. Aoyama
Keyword(s):  
Reinforced Concrete ◽  
High Strength ◽  
Response Analysis ◽  
Building Structures ◽  
Reinforced Concrete Frame ◽  
Concrete Frame ◽  
Construction Methods ◽  
Building Research Institute ◽  
Earthquake Resistant Design ◽  
Earthquake Resistant

Japan experienced a quick development of highrise reinforced concrete frame-type apartment building construction, about 30 stories high, in the last decade. Outline of this development is first introduced in terms of planning of buildings, materials, construction methods, earthquake resistant design and dynamic response analysis. This quick development was made possible by, among others, the available high strength concrete and steel. In an attempt to further promote development of new and advanced reinforced concrete building structures, a five-year national project was started in 1988 in Japan, promoted by the Building Research Institute, Ministry of Construction. Outline of this project is introduced in the second part of this paper. It aims at the development and use of concrete up to 120 MPa, and steel up to 1200 MPa.

Study on Seismic Response and Shock Absorption for High-Rise Reinforced Concrete Frame Structure

2011 ◽  
Vol 90-93 ◽  
pp. 3214-3217
Author(s):  
Xiang Chao Yin ◽  
Zhe Sun ◽  
Xue Ling Li
Keyword(s):  
Reinforced Concrete ◽  
Seismic Response ◽  
Time History ◽  
Frame Structure ◽  
Response Analysis ◽  
Reinforced Concrete Frame ◽  
Concrete Frame ◽  
High Rise ◽  
Damping Effect ◽  
Reinforced Concrete Frame Structure

This article mainly studied the seismic response of high-rise RC frame and the damping effect with viscoelastic damper. Taking a reinforced concrete frame structure of 12 layers as the research object, six schemes of damper installed were designed and the dynamic characteristics of these schemes were analyzed. The time history response analysis of 3D Tianjin waves was studied for the six schemes under frequent earthquake. The results show that seismic capacity of the structure could be significantly enhanced with dampers under frequent earthquake. Meanwhile, different damper installations also can make the structures have different damping effect.

scholarly journals Analysis on Dynamic Response of Reinforced Concrete Frame for Resisting Progressive Collapse

2016 ◽  
Vol 10 (1) ◽  
pp. 27-38 ◽  
Author(s):  
Tiecheng Wang ◽  
Lei Zhang ◽  
Hailong Zhao ◽  
Qingwei Chen
Keyword(s):  
Reinforced Concrete ◽  
Dynamic Response ◽  
Progressive Collapse ◽  
Internal Force ◽  
Reinforced Concrete Frame ◽  
Plastic Hinges ◽  
Concrete Frame ◽  
Weak Beam ◽  
Alternate Path Method ◽  
Column Element

In order to investigate the dynamic response of reinforced concrete spatial frames caused by initial damages, a six-story frame model is analyzed by employing the nonlinear dynamic methodology in accordance with the alternate path method issued by General Services Administration. In this paper, the fiber model and force-based beam-column element are utilized in OpenSees. Four various scenarios are separately analyzed with incremental dynamic analysis. It is shown that the model does not collapse and the internal force redistribution mainly appears in the components adjacent to the failure column. The model has the worst capacity to resist progressive collapse in the inner column demolition scenario. It is observed that the plastic hinges mainly concentrate on the beam ends of the failure bay at the beginning of the demolition of columns. Several plastic hinges emerge at the top-floor beam ends of some other bays in latter period. The number of plastic hinges in columns is much less than that in beams, which corresponds to the design principle ‘strong column and weak beam’.

Reinforced Concrete Frame Structure Dynamic Analysis Based on SAP2000

2015 ◽  
Vol 744-746 ◽  
pp. 211-216
Author(s):  
Ju Fang Zhong ◽  
Zhi Peng Fan ◽  
Luo Long Zhan ◽  
Jun Wei Liang
Keyword(s):  
Reinforced Concrete ◽  
Damage Detection ◽  
Response Spectrum ◽  
Frame Structure ◽  
Response Analysis ◽  
Seismic Action ◽  
Acceleration Response ◽  
Reinforced Concrete Frame ◽  
Concrete Frame ◽  
Reinforced Concrete Frame Structure

Structure under long-term load, environmental erosion, material aging, especially under the seismic action can cause damage accumulation and bearing capacity decrease. In order to make sure its safety and reliable, avoid extreme cases of catastrophic accident, it is necessary to carry out the engineering structural health diagnosis. Using SAP2000 software, seismic response analysis for a two layer reinforced concrete frame structure is carried out. The laws of the acceleration response time history and spectrum under different seismic action were found out by discussing structure in no damage and different damages. The results showed that no matter where the damage located, the top node response increment is bigger than the middle node, the peak of acceleration response spectrum changes little with the beam damage degrees changing. Selecting the acceleration response peak of the top node as a structural damage index is feasible in the damage detection and identification of engineering structures, but analyzing the response spectrum for damage detection is unpractical.

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