Cost Implications for the Construction of Earthquake Resistant Load Bearing Residential Building

2020 ◽  
Vol 06 (3&4) ◽  
pp. 3-15 ◽  
Author(s):  
Anjay Kumar Mishra ◽  
Keyword(s):  
Residential Building ◽  
Load Bearing ◽  
Earthquake Resistant ◽  
Cost Implications

scholarly journals Seismic Effect on Design of Residential Multi-Storey Building (Stilt+17 Floors) In Zone-Iii and Zone-Iv using Etabs

2019 ◽  
Vol 8 (6) ◽  
pp. 4662-4666 ◽  
Keyword(s):  
Residential Building ◽  
Seismic Effect ◽  
3 Dimensional ◽  
Analysis And Design ◽  
Earthquake Resistant ◽  
Building Systems ◽  
Earthquake Resistant Structures ◽  
Effective Design ◽  
Storey Building

Structural Analysis is a branch which involves in the determination of behaviour of structures so as to predict the responses of different structural components due to impact of loads. ETABS (Extended 3 Dimensional Analysis of Building Systems) is a software which is incorporated with all the major analysis engines that are static, dynamic, linear and non-linear etc. The main purpose of this paper is to design Multi-storeyed building with a static method, since an effective design and construction of earthquake resistant structures are important all over the world. This project deals with seismic effect on “analysis, design and comparison of multi-storey residential building of stilt+17 floors in zone-iii and zone-iv using ETABS”. It is an attempt to study the behaviour of a residential building using ETABS in different zones and areas with same soil bearing capacity. Analysis and design has been carried out as per IS1843-2002 (Part-1) and IS 456:2000. The more drifts and displacements have been noticed in zone 4 compared to zone 3

Seismic Analysis of a Masonry Residential Building in Wenchuan Earthquake

2013 ◽  
Vol 405-408 ◽  
pp. 1961-1964
Author(s):  
Qiang Zhou ◽  
Bai Tao Sun
Keyword(s):  
Wenchuan Earthquake ◽  
Seismic Analysis ◽  
Residential Buildings ◽  
Residential Building ◽  
Economic Losses ◽  
Seismic Capacity ◽  
The Wenchuan Earthquake ◽  
Earthquake Resistant ◽  
Capacity Index ◽  
Intensity Region

The Wenchuan earthquake occurred on May 12, 2008 (Beijing Time) caused great casualty and economic losses, a large number of masonry buildings were damaged in various degrees in this earthquake. The masonry residential buildings are widely used in China, and the study on them is significant. Although the masonry residential building discussed in this paper which was located in the highly intensity region was damaged severely, it hasnt collapsed and has very typical earthquake damage. The story comprehensive seismic capacity indexes are developed to anti-collapse capacity index which are used to calculate anti-collapse capacity of the building, and the results are also used for comparative analysis with the results calculated by means of structure vulnerability analysis. The earthquake resistant capacity of masonry residential buildings are discussed and analyzed. Finally, some reasonable suggestions on the seismic strengthening and reconstruction of this kind of building after disaster have been given.

scholarly journals An approach to increasing the load-bearing capacity of drilled injection piles

2021 ◽  
Vol 274 ◽  
pp. 03016
Author(s):  
Nikolay Sokolov
Keyword(s):  
Reinforced Concrete ◽  
Bearing Capacity ◽  
Residential Building ◽  
Longitudinal Axis ◽  
Reinforced Concrete Structure ◽  
Load Bearing Capacity ◽  
Buried Structures ◽  
Load Bearing ◽  
Under Construction ◽  
Foundation Plate

The problem of strengthening weak or overloaded bases is an important objective of underground space development. It is especially urgent if there are alternating weak layers in the base. The paper presents a practical geotechnical case of strengthening the overloaded base of a reinforced concrete foundation plate for a 25-storey residential building under construction. Combined soil piles that consist of Jet (type 1) soil concrete piles reinforced along the longitudinal axis with drilled injection piles made by electric discharge technology (EDT piles) are used as buried structures. This method of arrangement of a combined buried reinforced concrete structure is conditioned by the need to increase the load-bearing capacity of a pile in soil by two or more times.

Development of base oscillation models and regulatory approaches to the calculation of critical structures for seismic impacts

2020 ◽  
pp. 32-54
Author(s):  
I. I. Vedyakov ◽  
V. K. Vostrov
Keyword(s):  
Bearing Capacity ◽  
Emergency Situation ◽  
Seismic Loads ◽  
Construction Site ◽  
Resonant Vibrations ◽  
Load Bearing Capacity ◽  
Load Bearing ◽  
Earthquake Resistant ◽  
Base Oscillation ◽  
Seismic Impacts

Two principal approaches to generating calculated seismic impacts, proposed in the practice of earthquake - resistant construction, were used and refined: for the construction site and for the structure. There are special, emergency and extreme seismic loads that create an emergency situation - the occurrence of a mode of beats or resonant vibrations, as well as self-oscillations (acute resonance), leading to a violation of either the operational properties or the load-bearing capacity of the structure. Proposals are formulated for the revision of the Russian standards of earthquake-resistant construction, based on three-level impact for responsible and unique structures using the proposed refined approaches to generating calculated seismic impacts.

scholarly journals Life Cycle Impact Assessment of Load-Bearing Straw Bale Residential Building

Materials ◽  
2021 ◽  
Vol 14 (11) ◽  
pp. 3064
Author(s):  
Rozalia Vanova ◽  
Michal Vlcko ◽  
Jozef Stefko
Keyword(s):  
Life Cycle ◽  
Impact Assessment ◽  
Life Cycle Impact Assessment ◽  
Construction Materials ◽  
Residential Building ◽  
Raw Material ◽  
Load Bearing ◽  
Significant Difference ◽  
Life Cycle Impact ◽  
Straw Bale

As a renewable raw material, straw bale represents a sustainable way of construction with minimal environmental impact. This paper focused on life cycle impact assessment of load-bearing straw bale residential building. Product stage from raw materials extraction to manufacture of construction materials was considered in the assessment including seven variations of straw bale. Construction materials were evaluated due to IMPACT 2002+ method. Both midpoint and endpoint impact categories were included. The results showed the importance of straw bale origin. Ecosystem quality impact of straw from extensively cultivated pastures was twenty times higher than that of intensive crop production, thus making a significant difference to an overall score of the construction. Results showed advantage of straw as a construction material particularly when used locally. In addition, significant contributions of other construction materials were identified.

An Evaluation of the Seismic Performance of a Traditional Timber Building in Istanbul, Based on the Material Deterioration, with the Finite Elements Method

2013 ◽  
Vol 778 ◽  
pp. 470-477
Author(s):  
Hülya Dışkaya ◽  
Oğuz Ceylan
Keyword(s):  
Finite Elements ◽  
Seismic Data ◽  
Structural Characteristics ◽  
Cross Sectional ◽  
Load Bearing ◽  
Material Defects ◽  
Strength Capacity ◽  
Earthquake Resistant ◽  
Finite Elements Model ◽  
Bearing System

This paper endeavors to identify the structural characteristics that render traditional timber buildings in Istanbul earthquake-resistant even ifthey are in a deteriorated state. A traditional timber building of approximately 110 years old located in the Historical Peninsula was selected as a subject for the finite elements model. According to the structural material analysis and the condition of the elements of the load-bearing system, three modelling criteria were chosen to classify the strength capacity of the building. These are: an undamaged (new) building, a 110 year-old building with material defects, and a building with structural decay and broken node points. Seismic data from the 1999 Adapazarı and Düzce earthquakes were used for the modelling. The relative floor displacements of the systems were investigated and theresults were evaluated by comparing the cross-sectional load-bearing capacities

scholarly journals IMPROVING PUBLIC AWARENESS OF EARTHQUAKE-RESISTANT HOUSE USING FACTOR ANALYSIS

2021 ◽  
Vol 47 (1) ◽  
pp. 43-54
Author(s):  
Agus Dwi Hariyanto ◽  
Sugeng Triyadi ◽  
Andry Widyowijatnoko
Keyword(s):  
Factor Analysis ◽  
Latent Variables ◽  
Quantitative Research ◽  
Residential Buildings ◽  
Public Awareness ◽  
Residential Building ◽  
Ductile Material ◽  
Number Of Factors ◽  
Earthquake Resistant

Public awareness of earthquake-resistant houses can increase the region's resilience to earthquake disasters. This study aims to conduct a comparison of two different groups of people on their opinion of earthquake-resistant housing variables and actions to increase the quality of their house. For supporting public awareness of earthquake-resistant houses, the purpose also determines the latent variables of earthquake-resistant houses and actions from the public for improving the quality of the residential building. This quantitative research begins by collecting the earthquake-resistant house attributes through journal reviews.  This study used a closed-ended questionnaire to collect data on public experiences of earthquake disasters. For data analysis, it used correlation analysis to determine the level of relationship between two variables and utilizes factor analysis to reduce the variable to a small number of factors. The two groups that have different experiences of earthquakes tend to have similar opinions about the characteristics of earthquake-resistant houses and the actions for improving the quality of residential buildings. The five factors of the earthquake-resistant housing are safe structural construction, fixed architectural elements, open accessibility, lightweight-ductile material, and simple floor plan. Then the three factors represent the actions for improving residential quality, namely, to improve material and structure, build an earthquake-resistant house, and make accessibility easy and safe.

scholarly journals Design and Sustainability of an Earthquake Resistant G+3 Residential Building

2020 ◽  
Vol 8 (6) ◽  
pp. 4504-4512
Keyword(s):  
Limit State ◽  
Belief System ◽  
Residential Building ◽  
Standard Code ◽  
Earthquake Resistant ◽  
Set Up ◽  
Confined Structure ◽  
Fitting In ◽  
The Cost ◽  
Tall Structure

In structural building it is fundamental that the vision belief system of the designer in his plan stage meets in its execution. Its additionally essential to guarantee that so as to meet this necessity the measurement, materials and so on… , don't surpass according to the need, along these lines increasing the cost and request to be a finished designer. Tall structure, modern and business building which have a perplexing geometry are hard to examine and plan physically. In this manner it is very to utilize STAAD.PRO programming for the examination and structure. The standard goal of this venture is to investigation and plan of a multistoried G+3 building utilizing staad.pro. the structure has an all out developed zone of sq meter . Plan of the structure is created utilizing auto CAD. The plan includes load counts physically and examining the entire structure by STAAD.pro. The structure strategies utilized in STAAD-PRO investigation are limit state configuration fitting in with Indian standard code of training for configuration shafts, segments, and footings. The structure of part is completed utilizing sp16 configuration helps for strengthened cement and IS 456-2000 plain and fortified solid code of training. Nitty gritty basic drawing of the shafts, sections and balance are set up after all checks. The whole structure is an encircled structure with segments and pillars assembled solidly, framing a system. The investigation of the confined structure is done utilizing STAAD.pro .The casing comprises of pillars and segments .A model is created of the encircled structure and loads are applied on the individuals. The loadings are received according to IS 875-1987 Design of burdens for structures and structures.

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