Pre-engineered Building Research Articles

Analysis and Design of Pre-Engineered Industrial Warehouse Building with Different Standard

Over the years, pre-engineered building (PEB) has emerged as a sustainable alternative to conventional concrete construction as well as conventional steel construction. In this paper, pre-engineered industrial warehouse building will be design with different codal provision using software Staadpro and analyzed with different loads on building i.e. dead load, live load, collateral load, wind load and load combinations on building .The main objective of this study to find the optimum weight of steel quantity in building with use of different country codel provision .

Comparative Study of Pre-Engineered Building with Varying Wind Speed

This research explores the structural performance of Pre-Engineered Buildings (PEB) using STAAD-Pro software, specifically analyzing the effects of different wind speeds. The wind analysis follows the guidelines of IS 875 (Part III) – 2015, with an emphasis on optimizing steel usage in warehouse structures of sizes 20×100 m, 30×100 m, and 40×100 m, situated in three locations: Mumbai, Delhi, and Mysore. The wind speeds considered for these locations are 44 m/s in Mumbai, 47 m/s in Delhi, and 33 m/s in Mysore. The objective of the study is to examine how varying wind speeds affect PEB design and to optimize steel usage for these structures.

Validation of AISI Design of Cold-Formed Steel Beams Using Non-Linear Finite Element Analysis

In the local building industry of Pakistan, pre-engineered steel building manufacturers mainly employ their own self-developed software and Excel sheets. These systems are based on empirical formulas mentioned in the AISI manual. Under this scenario, a need was found to validate AISI flow charts using commercial software like CUFSM 5.04 and ABAQUS R2019x. This study presents a validation of the CUFSM software and the American Iron and Steel Institute (AISI) Direct Strength Method (DSM) results of channel section flexural members using the non-linear finite element method employing ABAQUS. In this study, eight standard cold-formed channel-section (C-section) steel members were modeled and analyzed using ABAQUS to simulate realistic behavior under four-point loading conditions. The non-linear finite element models incorporated material and geometric non-linearities to capture the actual response of the steel elements. The results obtained from ABAQUS were compared with those predicted by the CUFSM and DSM, focusing on critical parameters such as nominal strength, buckling modes, and deformation patterns. During this study, it was observed that out of the selected sections, the AISI charts predict conservative and even unsafe flexural capacities in some of the cases concerning other methods, with a maximum difference of 14.03%. The differences obtained using DSM and ABAQUS when compared with the results of the AISI charts varies on both the plus and minus sides. This study will not only affect the industry in terms of innovative designs for efficient structures but also the community in regards to low-budget construction.

Effective Utilization of Pre Engineering building (PEB) construction for Development of Rapid Healthcare facilitates in Medical Emergency

World is developing at a faster pace in all spheres of technology. The parameters whichdetermine the development have changed a lot in the recent past and will keep changing in future too.Rapid rise in levels of education, high rates of technological innovations and applications, ever faster andcheaper communication that dissolves physical and social barriers both within countries andinternationally, greater availability and easier access to information, and the further opening up of globalmarkets are the set of catalytic forces that is accelerating the speed of social change throughout theworld.Pre Engiering building is one of the best application of fast track construction Pre-Engineered Buildingconcept involves the steel building systems which are predesigned and prefabricated .The presentconstruction methodology calls for the best aesthetic look, high quality fast construction, costeffective innovative touch. One has to think for alternative construction system like pre-engineeredsteel buildings. In recent years, the introduction of Pre Engineered Building (PEB) concept in the designof structures has helped in optimizing design. In this report the detail explore of pre engineering as afast tack construction’s application discuss . As the world battles the ongoing COVID-19 pandemic, ithas become very clear that societies depend on functioning healthcare facilities. The sufficientavailability of hospital beds, healthcare staff, protective gear or ventilators can make all the differencebetween a situation that is still manageable and a severe crisis. for this infrastructure facilities should beprepare in short time ,For this EPS Pannel and UPVC panels will be use for rapid construction ofhealthcare facilities

A Comparative Study of the Pre-Engineered Building and Conventional Steel Building

A Comparative Study of the Pre-Engineered Building and Conventional Steel Building

Assessing Sustainable Practices: A Systematic Literature Review of Green Rating Frameworks for Pre-engineered Steel Buildings

Background: There is a growing interest in eco-friendliness in the building business, prompting the creation of green grading systems. Modern construction relies heavily on pre-engineered steel structures, and the efficiency with which they use their resources is of critical significance.
 Objective: The purpose of this SLR is to give a synopsis of the literature on pre-engineered steel building green rating frameworks. Our goal is to review the literature, draw conclusions, and recommend ways to improve sustainable building methods.
 Methodology: The SLR employs a methodical approach that includes extensive searches of major academic databases and scholarly sources. To pick appropriate and high-quality literature, we define inclusion and exclusion criteria. The studies chosen undergo a thorough evaluation of their methodology.
 Findings: This analysis traces the history of sustainability grading systems and how they have developed to include pre-engineered steel construction. Energy efficiency, materials, design, and life cycle analysis are common topics that keep popping up in the research. This analysis also highlights the study highlights the practical usefulness of these frameworks for industry stakeholders.
 Conclusion: This SLR helps fill up the gaps in our knowledge of existing green rating systems for prefab steel structures. This shows the importance of these frameworks in influencing sustainable building practices and calls for further study and innovation in this area. The results provide helpful information for those working in the field, as well as academics and politicians studying the construction business.

Comparative Study Between Pre-Engineered Building and Conventional Steel Building

Comparative Study Between Pre-Engineered Building and Conventional Steel Building

Wind and Seismic Analysis of Pre-Engineered Building: A Review

Abstract: With the development of science and technology in the field of structural engineering, it is possible to adopt preengineered buildings in both industrial and residential construction sectors. For important buildings it is more suitable to use pre engineered building as these are more safe and take less time in construction in comparison of RCC structures. The main objective of this paper is pre-engineered steel structure will be design and analyzed for wind loads, dead loads, live loads and different load combinations on structure. The pre-engineered construction concept involves pre-engineering and quality construction systems which will help to minimize the cost and time

Analysis of the Conventional Steel Building and Pre-Engineered Building Structures for Various Bay Lengths

Abstract: Comparing PEB structures to conventional structures is the main goal of this study. Pre Engineered Buildings (PEB) are constructions that are manufactured and assembled on site. This study assesses both traditional steel structures and preengineered structures. Usually, industrial buildings are built using this kind of structural principle. An industrial structure with 5 and 6 m-long bays is under consideration. STAAD PRO software is used for structure analysis. In this study, the maximum reaction, maximum stress analysis, and maximum axial force results for conventional steel structures and pre-engineered structures with bay lengths of 5 and 6 metres are examined and compared. We consequently conclude that PEB is preferable to CSB.

Analysis and Design of Pre-Engineered Building Using Software

Abstract: Pre-engineered buildings have become quite popular in the last few years. The main advantage are speed of construction and control over quality. However, there is not much information on its economy. There are several parameters like inclination of the gable, spans, bay spacing which control the cost of structure and designed for the common loads DL, LL, EQ, & WL. In this involves comparison of PEB & conventional steel frame. The quality in each case is obtained & finally the structure which regulates the quality of steel is recommended. Cost of steel is increasing day by day & use of steel has increase in the construction industry. Hence to achieve economic sustainability it is necessary to use steel to its optimum quantity. Use pre-engineered building (PEB) & conventional structures, which fulfil our requirements. In present work, PEB & CSB is designed for static & dynamic forces, which includes seismic forces & wind forces.

Performance and protection of pre-engineered buildings subjected to blast and earthquake excitations

A pre-engineered building (PEB) refers to a building which is pre-designed at a factory using some simulation and modelling software as per the specifications, codes and the loads that act on the structure before the production of the building components and then finally assembled at site thereby reducing the completion time. In the current study, a case study of an existing PEB structure subjected to wind analysis has been investigated. The main objective of the present study is to evaluate the retrofitting ability of passive control dampers installed in the pre-engineered industrial building subjected to earthquake and blast phenomenon. The study investigates the effectiveness of vibration control techniques in the form of passive dampers in improving the performance of PEB structure subjected to blast and earthquake using fluid viscous dampers. The study also discusses the impact of different damper placement techniques on the structural performance of PEB structure subjected to blast and earthquake loading. Primarily three damper placement techniques are incorporated in the present study, namely single diagonal, V-shaped damper, and inverted V-shaped damper. The study also evaluates the optimum fluid damper properties, namely damping coefficient and damping exponent, in mitigating the blast and earthquake responses of the selected industrial building. The structural performance of PEB structure has been studied using finite element tool considering the nonlinear analysis and comparing the structural responses for with and without damper conditions. The V-shaped and inverted V-shaped damper placement techniques are the most effective approach in resisting the damaging effects against blasts and earthquakes for the selected PEB structure in comparison with the conventional diagonal braced dampers. The study reports reductions in structural displacements and brace forces in the range of 54–68% and 70–90%, respectively, when installed with V-shaped fluid viscous damper.

FEASIBILITY OF PREFABRICATED BUILDING STRUCTURES IN BHUTAN

Studies and research on the arena of prefabrication have prodigiously reported faster project delivery, improved quality and safer working conditions. More prominently, reduction in waste materials at project sites without any implications to environmental aspects has been a major breakthrough. Prefabricated building structures have been progressively recognized as a substitute to the conventional methods of construction at a rapid rate, however, there is a knowledge vacuum and inadequate data on the adoption of prefabrication in Bhutan. Hence, in the current study, the feasibility of Prefabricated Buildings in Bhutan with a case study was carried out. The study focused on the benefits, constraints and way forward of prefabrication works in Bhutan through field survey and questionnaire survey. In addition, economic, environmental assessments and insulation performance were carried on a Pre-Engineered building with prefabricated materials and subsequently compared to a conventional building. From the study, the major benefit found to be ease of construction whereas the constraints pertaining to the design and planning phase of the project were deemed to be the major constraint. In particular for prefabricated construction, the cost was found to be 24.18% higher but the duration of the project can be reduced by 25-31% and the environmental impact was found to be 20.81% less than for the conventional building. Therefore, adopting prefabricated construction will depend on the requirements of a particular project, the availability of funds and environmental standards to be followed. However, the use and acceptance of prefabrication in the construction industry can be improved by better advocacy and public awareness.

Seismic Evaluation of Pre-Engineering and Conventional Steel Structure-A review

Abstract: In recent years, the introduction of steel pre-engineered building (PEB) designs has helped streamline design concepts and reduce dead loads in structures. PEB construction, replacing the traditional steel structure (CSB) construction concept, has brought many advantages as the element is the design. According to the bending moment distribution diagram over the full span of the beam and column he dimensions the PEB structure and reduces the steel requirements with the help of conical IS profiles. In this study, his PEB frames and conventional steel frames of industrial structures were subjected to Seismic analysis and designed according to Indian Standards IS 800-1984, IS 800-2007 and IS1893:2016. I was. Traditional steel and prefabricated buildings require aesthetic appearance and high quality construction to be built very quickly. Traditional steel structures and prefabricated buildings can be widely used in the construction of industrial and residential buildings. This paper was prepared to study various research work related to the analysis of PEB and conventional steel structures.

Investigation of Carbon Footprint on Pre-Engineered Building Using Building Information Modeling and One Click LCA

Investigation of Carbon Footprint on Pre-Engineered Building Using Building Information Modeling and One Click LCA

A Comparative Study on the Design of Pre-Engineered Building with Indian and American Codes

Objective: To compare the Industrial Gable Building using both Indian and American Codes. The Study is focused on arriving the tonnage differences and variations in the design parameters. Methods: A detailed study on Indian and American codes is done for the Gable Building. The Industrial Building is designed using various codes i.e., ASCE 7-16, MBMA-2012, IS 875 (part 1-5), IS 1893-2007, IS 800. The study project is then analyzed using the StaadPro Software for both the codes. Findings: Under similar environmental conditions and exposures, the American code is seemed to be more effective when compared to the Indian code having a weight difference of 38%. The revision of IS code will make it compatible with other international standards. Separate code book for Pre-Engineered buildings is important which helps to optimize the steel consumption and in overall cost reduction. The recent researches in PEB Technology includes the advantage of PEB with the Conventional Steel Building (CSB) in terms of tonnage, cost, ease of construction and design of various components of PEB structures. Being an emerging technology in India, codal standards available are for a conventional steel structure which is practiced for the PEB also. Novelty: In the PEB industry, we have observed that American code is widely used despite other codal provision. To find the extent of variation in sway and deflection limits of Indian code to American code, this study is made which we found not done earlier. And to suggest for the revision of codal data, to make Indian code compatible with other codes. Keywords: Pre-Engineered Building (PEB); Structural Analysis and Design; Steel Structures; Comparison; Crane

A Collateral study on Optimization of Pre-Engineered building with Tubular sectional connection

Over the recent years, innumerable upheaval has been done in the field of steel construction industry, out of which pre-Engineered buildings (PEB) are one of the most remarkable ones. Pre-Engineered buildings are typical steel structures which are pre-fabricated and the designs are pre-determined which are contemplated to be more cost efficient, because of the tapered sections being utilized, in accordance with its bending moment requirement. These types of structures will not only be cost effective and environmentally friendly but also more flexible, thus eradicating the failure due to sequel of seismic forces. PEBs are generally industrial structures, which are designed for enormous spans. In this research work, the variation of structural behaviour of PEBs when it’s been embraced with considerably increased spans (30 m, 60 m and 90m) are compared and studied. In general, hot rolled tapered I-sections are used in erection of a PEB. Due to the inadequacy in connection configurations available, Pre- Engineered light weight cold form steel structures with tubular steel sectional connections are not well renowned. An attempt is also been made to bring out tubular sectional connections for the beam- rafter junction in all the PEBs deigned for 30 m, 60 m and 90m using E350 steel. Typical connections are proposed for both main frames and the gable frames of the PEB. The outcome of this study appears to be contended for at both the junctions in 30 m span and 60 m span, but 90 m main joint fails, due to the substantial bending moments developed across the major axis. So, these set of connections can be adopted for PEBs up to a moderate span, which helps in reducing the weight of steel that is been utilized in the construction, which successively foster sustainability.

Wind and Seismic Analysis of Pre-Engineered Building

Abstract: With the development of science and technology in the field of structural engineering, it is possible to adopt preengineered buildings in both industrial and residential construction sectors. For important buildings it is more suitable to use pre engineered building as these are more safe and take less time in construction in comparison of RCC structures. In this paper, pre-engineered steel structure will be design and analyzed for wind and seismic analysis with different parameters using software Staadprov8i and analyzed with different loads on building i.e. dead load, live load, wind load, seismic load and load combinations on structure. The main objective of this work is to understand the concepts of PEB and find the least possible weight of structure and various displacement or significance of forces in each direction which will help the structure to be safe and stable. The pre-engineered construction concept involves pre-engineering and quality construction systems which will help to minimize the use of cost and time.

A state of art review on analysis and design of pre-engineered buildings

Construction of steel buildings is increasing very rapidly due to its strength, flexibility, recyclable nature, longer span, no limitation in size of components and more seismic resistance capacity as compared to concrete buildings. A Pre-Engineered Building (PEB) refers to a building which is engineered at a factory as per the specifications, codes and the loads that will be acting on the structure before production of the building components and then finally assembled at site thereby reducing the completion time. The concept of PEB involves predesigning and prefabrication process. The material usage in PEB is optimized by matching the frame geometry with the bending moment diagram’s shape, which reduces the overall weight of the structure. In the present study, a review on the analysis and design of PEB structure is presented. The study discusses the various components of the PEB system and provides a detailed step to model PEB structures. From the past studies, it has been found that PEB structures are up to 50% lighter due to the usage of tapered I-sections and cold formed “Z” & “C” sections, approximately 35% cheaper as compared to the conventional steel structures and show reduced lateral and vertical displacements when subjected to the seismic loading and can be constructed in half the time taken for conventional steel buildings (CSB). PEB gives a better output from the architectural point of view with large clear spans & flexibility in future expansion. It has also been found that construction of PEB is more sustainable, environment friendly and economical than CSB.11Corresponding Author. E-mail address: sandeepsatheresearch@gmail.com (Sandeep Sathe).

Study Behaviour of PEB Structure with Isolated Foundation Considering Soil Structure Interaction

Abstract: In this study behaviour and concept of Pre- Engineered structure & SSI is included. Behavioural study of preengineered building is observed in this paper. Soil structure interaction (SSI) taken into consideration to study the interface between Soil and the structure rested on that soil. Many resources can be used to gather information on the present theories and practices, including IEEE explorer, technical papers, journal, conferences, patent information research thesis, international and national workshop proceedings. The following case studies the influence of soil structure interaction on pre-engineered building (PEB). By considering the fixed support conditions at the base of structure, the structural behaviour is analysed. The structural response of building seems to be affected because in conventional method the foundation flexibility of soil mass has been ignored. Winkler’s spring model approach is used for the analysis of soil flexibility by integrating. The effect of SSI on various parameters like base shear, lateral displacement, etc. are studied and discussed. The subgrade must be modelled adequately well to get real behaviour of superstructure. The analysis is administered in STAAD Pro. connect edition software using response spectra of IS 1893-2016

Analysis of Warehouse Structure in Pre-Engineered Building with Conventional Steel Building

Abstract: The concept of Pre-Engineered Building in creation format of structures has helped into optimizing a design of steel structure. Steel industry sector is developing more hastily in almost throughout elements of the world. In a hazard of global warming the usage of steel structures is not only efficient but also sustainable at the time. In Pre-Engineered Buildings (PEB) steel structures (Pre-fabricated) time is being the maximum significant aspect is built in very short duration period. In any type of Industrial structures and Pre-Engineered Buildings (PEB) Maximum Span, Column free suitable structures are the most vital in fulfills this requirement at the aspect of decreased time and price in comparison to conventional structures. Here this is study is achieved by planning 3D frame of an Industrial Warehouse constructing the use of the thoughts and studying the frames using appropriate assessment and design software after due validation. In this research, an industrial structure warehouse is analyzed and designed according to the Indian standards (IS 800-2007) and additionally through referring American Standard (AISC LRFD). The various loads like dead, live, wind, seismic and snow loads according as per IS codes are considered for the present work for relative study of Pre-Engineered Buildings (PEB) and Conventional Steel Building (CSB). To compare the consequences of the numerous parametric study to perform the variations in terms of shear force, support reaction, weight correlation and cost evaluation.