scholarly journals Building Structure Housing: Case Study of Community Housing in Kendari City

2017 ◽  
Vol 267 ◽  
pp. 012025
Author(s):  
M Z Umar ◽  
A Faslih ◽  
M Arsyad ◽  
A S Sjamsu ◽  
I Kadir
Keyword(s):  
Building Structure

Energy Conservation and Green Building Design of Library Case Study on the New Hubei Library

2013 ◽  
Vol 438-439 ◽  
pp. 1746-1750
Author(s):  
Yan Li
Keyword(s):  
Energy Saving ◽  
Natural Ventilation ◽  
Green Building ◽  
Building Design ◽  
Developed Countries ◽  
Building Structure ◽  
Green Building Design ◽  
Cultural Service ◽  
Conditioning Control

As the major public buildings and cultural service institutions, libraries play an important role in the strategy of energy-saving buildings. In order to keep pace with the footstep of Western developed countries, China has launched a series of green and energy-saving building practices and achieved certain results. The New Hubei Library is a successful example, with Chinese national conditions and the characteristic of the library itself taken into consideration, and limited conditions in the design process fully made the most use of. Besides the designer has efficiently used energy-saving strategy on building structure maintenance, solar radiation, air conditioning control system and natural ventilation, finally achieved the goal of energy saving of library.

scholarly journals The Influence of Building Structure on Human Perception in Interior Spaces

2021 ◽  
Vol 1 (1) ◽  
pp. 1-10
Author(s):  
Sardar S. Shareef ◽  
Hozan L. Rauf
Keyword(s):  
Current Literature ◽  
Human Perception ◽  
Structural Systems ◽  
Concrete Column ◽  
Building Structure ◽  
Focal Points ◽  
Interior Spaces ◽  
North Cyprus ◽  
Partition Walls

Structures create interior spaces. However, the sense of every space depends on the type of structure used. This paper tries to evaluate structural systems apply in architecture and then analyse space identity given by different structures. The method of this study mainly depends on a survey in the current literature and case study which the colour building in the department of architecture in EMU-North Cyprus has taken as the case study. Frame concrete (column and beam) is used in the building, which has made the interiors compacted in the structure's boundary. At the same time, inside spaces have some freedom as partition walls separate them. In this case, the structure proliferates visual focal points, corners and angles, to the main space. These visual definitions lately make the spaces to be more defined.

scholarly journals Numerical Modelling of Building Vibrations due to Railway Traffic: Analysis of the Mitigation Capacity of a Wave Barrier

2017 ◽  
Vol 2017 ◽  
pp. 1-11 ◽  
Author(s):  
Fran Ribes-Llario ◽  
Silvia Marzal ◽  
Clara Zamorano ◽  
Julia Real
Keyword(s):  
Building Structure ◽  
Railway Transport ◽  
Negative Externalities ◽  
3D Fem ◽  
Fem Model ◽  
Foundation Slab ◽  
Railway Traffic ◽  
Vertical Vibrations ◽  
Storey Building

Transmission of train-induced vibrations to buildings located in the vicinity of the track is one of the main negative externalities of railway transport, since both human comfort and the adequate functioning of sensitive equipment may be compromised. In this paper, a 3D FEM model is presented and validated with data from a real track stretch near Barcelona, Spain. Furthermore, a case study is analyzed as an application of the model, in order to evaluate the propagation and transmission of vibrations induced by the passage of a suburban train to a nearby 3-storey building. As a main outcome, vertical vibrations in the foundation slab are found to be maximum in the corners, while horizontal vibrations keep constant along the edges. The propagation within the building structure is also studied, concluding that vibrations invariably increase in their propagation upwards the building. Moreover, the mitigation capacity of a wave barrier acting as a source isolation is assessed by comparing vibration levels registered in several points of the building structure with and without the barrier. In this regard, the wave barrier is found to effectively reduce vibration in both the soil and the structure.

Case Study of Pipe Support and Restraint Stiffness

2019 ◽  
Author(s):  
Phillip Wiseman ◽  
Alex Mayes ◽  
Emmanuel Appiah
Keyword(s):  
Steel Structure ◽  
Piping System ◽  
Building Structure ◽  
Process Industries ◽  
Thermal Growth ◽  
Piping Systems ◽  
Industry Practice ◽  
Valve Operation ◽  
Compare And Contrast

Abstract Pipe support and restraint assemblies are an integral part of engineered piping systems for power, petrochemical, refinery, and process industries. Such assemblies are specially designed and analyzed for the purpose of transferring loads from piping to building structure or supplemental steel structure. Thus, a support assembly protects the piping, or any other components, from damage that may result from startup, shutdown, shocks from valve operation, water hammer, steam hammer, wind, seismic, and other catastrophic events such as pipe rupture or explosions. It also restrains against unacceptable movements in the piping system while preserving movement due to thermal growth. The support and restraint stiffness values are utilized based on assumptions and calculations of load versus displacement. A case study of pipe support elements is performed in various static and dynamic load cases to determine the effects of assumptions of utilizing one stiffness value versus multiple stiffness values within an assembly. Additionally, the stiffness for the connected building structure opens more assumptions within industry practice. Multiple industry practices of stiffness values are integrated into this research to compare and contrast the realistic attributes of each.

scholarly journals PROTECTING BAMBOO COLUMN FROM HUMIDITY WITH POROUS PEDESTAL FOUNDATION

2020 ◽  
Vol 46 (2) ◽  
pp. 87-92
Author(s):  
Eugenius Pradipto ◽  
Syam Rachma Marcillia ◽  
Nabila Afif ◽  
Swari Dewanti Hamastuti ◽  
Natasha Nurul Annisa
Keyword(s):  
Rice Field ◽  
Complex Structures ◽  
Building Structure ◽  
Housing Project ◽  
Visual Examination ◽  
Central Java ◽  
Foundation Model ◽  
Long Time ◽  
Post Disaster

Bamboo has been used for a long time as a material for simple to complex structures. Many advantages of bamboo as a building material makes it suitable for buildings in disaster-prone areas. Bamboo is however prone to humidity, which could cause fungi and moss to emerge and endanger the building structure. Pedestal foundation made of concrete or stone is often used to reduce this risk as for its action as a barrier of direct contact between soil and bamboo. Nevertheless, water from damp soil or rainwater can still penetrate the foundation by capillary transmission through the foundation’s pores. This research proposed a hollow pedestal foundation model with larger pores and compared its ability to reduce moisture on bamboo columns to an ordinary pedestal foundation. The case study is a temporary post-disaster housing project of 13 houses in Muntilan, Central Java, Indonesia, which was built on an active rice field. Visual examination showed that after 5 years of occupancy, bamboo houses built on hollow pedestal foundations still firmly stood without apparent attacks of fungi or overgrowing mold, whereas the moisture measurement showed that the usage of hollow pedestal foundation could reduce the humidity level in the bamboo column almost twice as fast compared to solid pedestal foundation.

scholarly journals THE IMPLEMENTATION OF THE EXPRESSIONIST ARCHITECTURE IN FLOWER PARK DESIGN STRATEGY IN SURAKARTA

Arsitektura ◽  
2019 ◽  
Vol 17 (1) ◽  
pp. 41
Author(s):  
Alfinda Krista Rahardyana ◽  
Maya Andria Nirawati ◽  
Ana Hardiana
Keyword(s):  
Open Space ◽  
Design Strategy ◽  
Iucn Red List ◽  
Red List ◽  
Building Structure ◽  
Tourist Destination ◽  
Conservation Ecology ◽  
Ecology Education ◽  
Park Design

<p class="Abstract"><em>Park is a tourism place that shows the beauty of nature, including flower. Based on LIPI’s data Indonesia has 6.000 kind of flowers. </em><em>But, </em><em>there are 126 plants at least with the highest threat of extinction, including flowers</em><em> (IUCN Red List)</em><em>.As one of tourist destination, Indonesia has many tourism city, including Surakarta that considered insufficient in accomodate park, </em><em>with</em><em> only has 4 parks</em><em>.</em><em> This is correlate with the availability of The Green Open Space at Surakarta </em><em>(</em><em>9,7% from 20%</em><em>).</em><em> </em><em></em><em>Fl</em><em>ower park needs to be made that can increase the amount ofThe Green Open Space in Surakarta.</em><em> It </em><em> will be place for recreation, conservation, ecology, education and economy</em><em>. </em><em></em><em>The method used is descriptive qualitative with case study through stages of expressionist architecture literature, data observation, precedent study, physical condition of site and government regulatio</em><em>n</em><em>. The conclusion of this analysis is obtained the suitable application with expressionist architecture value in the design, that is application in space (compound building according to function), site (</em><em>access</em><em>, climate, view and orientation, noise and pollution, zoning), shape and mass (combination and curve aplication), Appearance (uniformal-abstract phylosophy, material exposure, imaginative-illusive, emotional psychological) and building structure (constructive material)</em><em>.</em></p>

scholarly journals Evaluation of slab and joist design on construction cost efficiency (case study: office building)

2021 ◽  
Vol 878 (1) ◽  
pp. 012043
Author(s):  
J Sjah ◽  
A D Rarasati ◽  
N Natasya
Keyword(s):  
Construction Cost ◽  
Office Building ◽  
Building Structure ◽  
Design Phase ◽  
Efficient Design ◽  
The Finite Element Method ◽  
Design Alternatives ◽  
Determining Factors ◽  
The Cost

Abstract Design phase is an important step in order to plan a construction project. One of the determining factors is the building economical value. In the design phase, a method or a design alternative with the most efficient economical value is needed without compromising on the strength of the structure. In this research, the case study is based on an office building. It represents a low rise building with a typical upper structural component which are columns, beams, and slabs with concrete material. Several design alternatives related to the efficiency of structural components’ dimension will be analysed. This research is conducted through modelling the building structure by using the Finite Element Method. The calculation of the building structure construction cost will be evaluated for each design alternatives. The study shows that the most efficient design with joists reduction giving the cost reduction by 11.7%. On the other hand, thickening the slab and reducing the beam’s dimension increase the cost by 26.9%.

scholarly journals STUDY OF 7 BUILDING DEVELOPMENT PLANNING SPECIFICATION OF STEEL FRAMEWORK STRUCTURE (BASED ON SNI 1729 - 2015) (CASE STUDY: OFFICE BUILDING CONSTRUCTION PROJECT)

2020 ◽  
Vol 2 (1) ◽  
pp. 1-8
Author(s):  
Tomi Admanegara ◽  
Koespiadi Koespiadi
Keyword(s):  
Structure Analysis ◽  
Industrial Development ◽  
Development Planning ◽  
Building Construction ◽  
Office Building ◽  
Building Structure ◽  
Analysis Program ◽  
Framework Structure ◽  
Column Structure

Steel is a material that is widely used in industrial development and buildings with functions as the main building frame. This plan aims to plan a building structure with 7 floors plus a ground floor that will function as an office building with analysis using a Structure Analysis Program (SAP 2000 v.19) combined with steel regulations on SNI 1729: 2015. Based on the results of SAP analysis 2000 v.19 produces a column structure using WF Steel 400x400x30x50 with the beam 1 using the profile of Steel WF 350x300x14x23 and for the beam 2 using the profile of Steel WF 200x200x9x14. For anchor and baseplate using anchor M-25 with a length of 400 mm, with baseplate thickness of 25 mm and for bolts using M-25 bolts with a total of 16 bolts.

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