Building Information Model–based finite element analysis of high-rise building community subjected to extreme earthquakes

2018 ◽  
Vol 22 (4) ◽  
pp. 971-981 ◽  
Author(s):  
Xiaodan Ren ◽  
Weida Fan ◽  
Jie Li ◽  
Jun Chen
Keyword(s):  
Finite Element Analysis ◽  
Finite Element ◽  
Information Model ◽  
Plasticity Model ◽  
Building Structures ◽  
Element Analysis ◽  
Building Information Model ◽  
High Rise ◽  
Building Information ◽  
Building Community

Starting from the Building Information Model, a pre-processing procedure is proposed in this work to develop the refined finite element model of buildings and building community. The structural members which are represented by three-dimensional solid entities in Building Information Model are converted to lines and planes according to their geometric characteristics. To meet the requirements of finite element analysis of building structures, the lines are discretized by the beam elements and the surfaces are discretized by the shell elements. The damage plasticity model is implemented to simulate the damage and failure of concrete, and the classic plasticity model is chosen for steel. The simulations of high-rise building and building community are performed with the help of large computing server. The damage patterns of different building structures are obtained and discussed. This study lays a solid foundation for the further fusion between Building Information Model and finite element analysis.

scholarly journals Improving Anti-seismic and Collapse-Resistance Ability of Building Structure Based on Building Information Model

2014 ◽  
Vol 8 (1) ◽  
pp. 495-501
Author(s):  
Weijun Hou ◽  
Yuanchuan Liu ◽  
Qiang Fu ◽  
Heesung Ahn
Keyword(s):  
Finite Element Analysis ◽  
Finite Element ◽  
Earthquake Engineering ◽  
Information Model ◽  
Building Structure ◽  
Analysis Software ◽  
Element Analysis ◽  
Building Information Model ◽  
Collapse Resistance ◽  
Building Information

Building information model plays an irreplaceable role in strengthening anti-seismic ability of building structure, it can form automatically by applying Finite Element Analysis Software and Open System for Earthquake Engineering Simulation. Conducted effective structure analysis model according to international basic-class industrial file and select targeted information data. The angle and prospectiveness of model analysis can be developed continuously so that anti- seismic and collapse-resistance ability of building structure can be strengthened constantly. Relevant sub-model transfers various information data in order to improve accuracy of model data analysis. Finite Element Analysis Software and Open System for Earthquake Engineering Simulation positively promote constructing information model; at the same time, they actively strengthen digital construction of model, reasonability and systematicness of information data analysis. Wish this study can provide useful data and theory support for further exploring work. Hope building information model can be applied more in enhancing anti-seismic and collapse-resistance ability of building structure.

An Integrated Simulation System for Building Structures

2014 ◽  
Vol 580-583 ◽  
pp. 3127-3133
Author(s):  
Jin Duan ◽  
Xiao Ming Chen ◽  
Hu Qi ◽  
Yun Gui Li
Keyword(s):  
Finite Element Analysis ◽  
Finite Element ◽  
High Performance ◽  
Simulation System ◽  
Building Structures ◽  
Element Analysis ◽  
Performance Simulation ◽  
Integrated Simulation ◽  
High Rise ◽  
Traditional Design

In this paper, an integrated simulation system for building structures is presented to satisfy the engineering requirements for high performance simulation. It is a coalition of the traditional design softwares and general finite element analysis (FEA) softwares. This system is developed in the platform of Intel Fortran, using the programming language of Fortran2003/2008. For simplicity, it would be introduced and discussed briefly in the following article. And combining with YJK and ABAQUS, this system is implemented to perform dynamic analysis for a high-rise building. Its capacity and validity would be demonstrated by the numerical results.

scholarly journals Finite Element Analysis of Foundation Pile Anchor Support System

2018 ◽  
Vol 1 (1) ◽  
Author(s):  
Zhenli Yang
Keyword(s):  
Finite Element Analysis ◽  
Finite Element ◽  
Construction Projects ◽  
Analysis Method ◽  
Support Structure ◽  
Foundation Pit ◽  
Element Analysis ◽  
High Rise ◽  
Finite Element Analysis Method ◽  
Foundation Pile

With the continuous development of urban construction projects in HebeiProvince, the rise and development of high-rise buildings and undergroundengineering, the design and research of foundation pit support structure has become more and more important. The design of the foundation pit support structure directly affects the settlement and position changes of the building itself and the surrounding stratum. In this paper, the characteristics of foundation pit support are analyzed, and the related theories of finite element analysis method are introduced. Combined with the actual situation of Hebei Province, the finite element analysis method is used to simulate the construction method of foundation pile anchor support structure system. The design was analyzed and studied.

Aerial Steel Platform Overall Lifting Process and Stress Calculation

2014 ◽  
Vol 681 ◽  
pp. 222-228
Author(s):  
Shou Tao Yao ◽  
Wei Cheng Zhao ◽  
Qun Cheng
Keyword(s):  
Finite Element Analysis ◽  
Finite Element ◽  
High Altitude ◽  
Construction Project ◽  
Steel Structures ◽  
Construction Technology ◽  
Element Analysis ◽  
High Rise ◽  
Project Construction

High-rise super large aerial platform project construction has been a greater danger, How to ensure the quality of components assembled and the safety of the construction project is worthy of study. Through finite element analysis on construction conditions of steel structures, ensures the hydraulic synchronous lifting and construction technology of high-altitude hoisting and assembly, greatly reduced the difficulty of installation, quality, safety, cost, schedule is guaranteed.

Crack Resistance Capacity Analysis of SRC Column-RC Beam Node

2012 ◽  
Vol 204-208 ◽  
pp. 2994-3001 ◽  
Author(s):  
Bo Yuan ◽  
Ming Hui Zeng ◽  
Ke Jian Ma
Keyword(s):  
Finite Element Analysis ◽  
Finite Element ◽  
Crack Resistance ◽  
Shear Strain ◽  
Complex Stress ◽  
Rc Beam ◽  
Element Analysis ◽  
High Rise ◽  
Safety And Reliability ◽  
Normal Work

It is very important for connection of between beam and column, connection safety and reliability is premise to guarantee the normal work of the whole structure. Node often bears complex stress which includes compression, bending and shear, so the study of the mechanical properties and ascertained behavior of mechanical, failure mechanism of between beam and column is very important. This paper use finite element analysis software to analyze the node of between SRC column and RC beam which exist in high-rise buildings but relatively few researches at present. Analyzed cracking load-displacement relation and studied on relation of concrete shear strain-section steel wing shear strain and crack load of joint core with different axial compression ratio, According to data of finite element analysis, this paper bring forward formula of crack resistance capacity of SRC column-RC beam joint core, At last compare theory value calculated with formula with test data, there being less error, it indicate the formula is reliable.

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