scholarly journals Seismic Analysis of RCC and Steel Building on Sloping Ground

2021 ◽  
Vol 9 (VII) ◽  
pp. 1753-1762
Author(s):  
Amruta Kadu
Keyword(s):  
Seismic Design ◽  
High Performance ◽  
Seismic Analysis ◽  
Integrated Design ◽  
Frame Structure ◽  
Seismic Loads ◽  
Building Information Modelling ◽  
Sloping Ground ◽  
High Rise ◽  
Building Information

It is necessary to design and analyse a structure to perform well under seismic loads and also endow with well strength, stability and ductility for seismic design. The seismic performance of high rise steel frame and RCC frame structure is analysed by equivalent static method. The advancement in building, Information, modelling has integrated design, detailing, and fabrication of steel which will result in high performance under earthquake loading. In present work various models were analysed with the help of Staad pro. And the results so obtained were plotted and compared.

On the question of setting the level of calculated impact and reliability of high-rise construction

2021 ◽  
pp. 43-56
Author(s):  
Dmitry M. Zhemchugov-Gitman ◽  
Lyubov V. Mozzhukhina ◽  
Alexander M. Uzdin
Keyword(s):  
Seismic Design ◽  
Earthquake Engineering ◽  
Seismic Loads ◽  
Seismic Action ◽  
Seismic Zoning ◽  
Reliability Factor ◽  
High Rise ◽  
Regulatory Documents ◽  
Reduction Coefficient ◽  
Damage Risk

The question of setting the seismic design input on high rise buildings is considered. The existing approaches to accounting for increased responsibility of high rise buildings in Russia are described. The proposal to reduce the probability of an acceptable building failure in proportion to the number of floors and Guideline proposals to increase the reliability factor and using maps of general seismic zoning are analyzed. The main disadvantages of methods described are indicated. It is shown that the current regulatory documents in the field of earthquake engineering do not provide the same reliability of designed structures in general and high-rise buildings in particular. The influence of seismic dangers in according with seismic zoning maps on the reliability of the designed objects is noted. An approach to generating the design input based on the permissible probability of its exceeding is considered using the example of five five-storey buildings and one 25-storey buildings. The probability of the admissible damage value included in the normative calculations is estimated. An estimate of the allowable failure probability on the value of acceptable damage (risk) is proposed under the assumption of a normal distribution of damage caused by earthquake. It is shown that the allowable failure probability decreases with decreasing acceptable damage only in the area of small damages. An approach to the assignment of seismic action based on an assessment of seismic risk has been formulated. The system of design coefficients used to calculate seismic loads on high-rise buildings is analyzed. It is noted that along with an increase in the design level of seismic acceleration, it is necessary to increase the coefficient, taking into account the low damping of high-rise buildings oscillations. At the same time, it is possible to significantly reduce the reduction coefficient by regulating the strains between the building floors.

scholarly journals Building Information Modelling for High-rise Land Administration

2016 ◽  
Vol 21 (1) ◽  
pp. 91-113 ◽  
Author(s):  
Behnam Atazadeh ◽  
Mohsen Kalantari ◽  
Abbas Rajabifard ◽  
Serene Ho ◽  
Tuan Ngo
Keyword(s):  
Building Information Modelling ◽  
Information Modelling ◽  
High Rise ◽  
Land Administration ◽  
Building Information

Integrated Design for High Performance Buildings: Principles and a Case Study

2012 ◽  
Vol 178-181 ◽  
pp. 204-208
Author(s):  
Zhen Tian
Keyword(s):  
Energy Efficient ◽  
High Performance ◽  
Integrated Design ◽  
Building Design ◽  
Building Energy ◽  
Design Framework ◽  
Building Information ◽  
High Performance Buildings ◽  
Energy Efficient Building

With a detailed case study building information, this paper introduced the interlocking four principles for high performance building energy design within the integrated design framework. The principles and case study provided designers guidance and an example for energy efficient building design.

scholarly journals Seismic Analysis of L-Shape Multi-Storey RCC Building with X-Bracing in Different Effective Location and Pattern

2021 ◽  
Vol 9 (8) ◽  
pp. 1150-1170
Author(s):  
Mr. Suryakant Pandey
Keyword(s):  
Large Scale ◽  
Seismic Analysis ◽  
Response Spectrum ◽  
Bending Moment ◽  
Engineering Industry ◽  
Frame Structure ◽  
Base Shear ◽  
High Rise ◽  
The Face ◽  
Seismic Forces

Abstract: In this day and age of urbanization, there is a strong need for a large-scale high-rise apartment building in every city but high-rise construction systems are extremely difficult to construct in any seismic region due to the intense and disruptive nature of seismic forces. Seismic forces have the highest risk of causing the most harm to high-rise buildings. To meet this need, the Civil Engineering industry is constantly developing new groundbreaking techniques. To solve this problem RCC or steel bracings are provided in high-rise buildings which help to the low down the effect of seismic and wind forces. The main objective of this paper is to locate an effective position and pattern of the RCC X-bracing system in the L- shape multi-storey building which is subjected to seismic forces. According to a previous reference paper, X-bracing produces better results than other bracing systems. Analysis the seven types of frame models are taken – (1) Normal L-shape building without bracing, (2) Xbracing are provided at the face of L-shape building, (3) X-bracing are provided alternative pattern at the face of L-shape building from bottom to top floor, (4) X- bracing are provided zig-zag pattern at the face of L-shape building, (5) X-bracing are provided at the corner of L-shape building, (6) X-bracing are provided alternative pattern at the corner of L-shape building from bottom to the top floor, (7) X-bracing are provided zig-zag pattern at the corner of L-shape building. Developed and evaluated by response spectrum analysis method (Linear dynamic analysis) as per IS 1893-2000 using STAAD PRO V8i. In the present work G+12 storey, the L-shape frame structure is analyzed by using X-bracing. It is analyzed and the results of the Following Parameters are taken - (1) Peak storey shear, (2) Base shear, (3) Nodal displacement, (4) Maximum bending moment, (5) Total quantity of steel in the whole structure, (6) Total volume of concrete in the whole structure are evaluated and compared. Keywords: RCC Bracing, Seismic Behavior, Seismic Analysis, Peak Storey Shear, Base shear, Nodal Displacements, Maximum Bending Moment, The Total Quantity of Steel, The Total Volume of Concrete

scholarly journals Readiness of Malaysian Small and Medium Enterprises Construction Companies for Building Information Modelling Implementation

2021 ◽  
Vol 1200 (1) ◽  
pp. 012027
Author(s):  
N K Arif ◽  
M F Hasmori ◽  
R Deraman ◽  
M N Yasin ◽  
M A Mohd Yassin
Keyword(s):  
Small And Medium Enterprises ◽  
Descriptive Analysis ◽  
Integrated Design ◽  
Government Support ◽  
Online Questionnaire ◽  
Building Information Modelling ◽  
Information Modelling ◽  
Construction Companies ◽  
Building Information ◽  
Medium Enterprises

Abstract Building Information Modelling (BIM) has shown its efficiency in helping the construction industry players. The BIM helped to achieve better integration of project information and to enhance collaboration between stakeholders and the industry players from the early phase of projects until the end. Small and medium-sized companies (SMEs) have been under-represented in studies on BIM adoption. Although the technology to implement BIM is readily available and rapidly maturing, the adoption of BIM is still slow. Malaysian government support the adoption of BIM-oriented Integrated Design (ID) approaches in their national markets, however, the implementation of BIM software support systems among Small and Medium Enterprises (SMEs) in Malaysia is considered inadequate. In terms of the implementation of information technology, the construction sector in Malaysia still lags behind other sectors. To have a better knowledge of BIM in SMEs, it is important to first identify the major barriers to BIM adoption in SMEs and then examine potential solutions. Hence, the main motivation of this study is to investigate the readiness of Malaysian SMEs construction companies for BIM implementation, to determine the challenges of BIM implementation, and to develop a strategy to overcome the challenges. An online questionnaire survey was conducted and as many as 115 responses were collected. A quantitative approach was used for this research. This study uses a descriptive analysis method which comprised of structured questionnaires developed from reviews of past researches. The finding of this study indicate that BIM adoption in Malaysia is still relatively low. Many actions are needed to promote BIM adoption among construction SMEs in Malaysia.

scholarly journals A Standard Process for Sustainable Design

2015 ◽  
Vol 10 (2) ◽  
Keyword(s):  
Design Process ◽  
High Performance ◽  
Architectural Design ◽  
Sustainable Design ◽  
Integrated Design ◽  
Exploratory Research ◽  
Design Processes ◽  
Building Information ◽  
Integrated Design Process ◽  
High Performance Buildings

This exploratory research examined the degree of adoption and impact of the concepts of Building Information Model (BIM), Integrated Project Delivery (IPD), Integrated Design Process (IDP) and Building Energy Simulation (BES) on the design processes of advanced architectural firms when executing sustainable design. Six offices identified by the press and peers’ recognition for a strong commitment to sustainable design and influence in the design of high performance buildings were selected. In semi-standardized interviews, these firms presented their perceptions of the influence of BIM, BES, and IPD/IDP. The results show that a generalization of sustainable design processes is possible. A design process for sustainability (DEPROSU) model was created by collecting best practices from data gathered from the interviews and the critical literature review. This research provides evidence of commonalities found in the design processes of the selected firms. These commonalities represented in the DEPROSU model can potentially be validated as protocols or standards for sustainable design, providing architectural design practices with concrete patterns for improvement and or validation of their design methods.

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