Search Results - "3 Storeys"
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Pseudodynamic tests on a full-scale 3-storey precast concrete building: global response
Published 2013“…In the framework of the SAFECAST Project, a full-scale three-storey precast building was subjected to a series of pseudodynamic (PsD) tests in the European Laboratory for Structural Assessment (ELSA). …”
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Defects in flat and pitched roofs for houses below three storey / Muhammad Hazim Abdul Jamal
Published 2015“…This study is focus on defects in flat and pitched roof for houses below 3-storey. There are many type of roof the typical that been used in housing area in Malaysia is Flat roof and pitched roof. …”
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Dynamic Load Energy Dissipation Of 3 Storey Reinforced Concrete Building with Inverted V-Braced Dampers
Published 2021“…Therefore, this research is focusing on the seismic energy dissipation of low-rise reinforced concrete building with and without inverted V-braced dampers under various dynamic loadings and important for the development of construction industry in future. A 1 bay 1 frame 3 storey reinforced concrete model is constructed with a scale factor 1:8. …”
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Pseudodynamic tests on a full-scale 3-storey precast concrete building: behavior of the mechanical connections and floor diaphragms
Published 2013“…A full-scale three-storey precast building was tested under seismic conditions at the European Laboratory for Structural Assessment in the framework of the SAFECAST project. …”
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Seismic performance of 3-storey tunnel form system building with double units subjected to lateral cyclic loading / Saleha Md. Salleh
Published 2013“…This study and analysis is under tunnel form system building which limited to 3-storey and double units. The design is according to BS8110: Part 1 Design specification for concrete. …”
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Proposed new interior design scheme of Baba Nyonya Boutique Hotel, at existing 3 storey shophouse Lot 38, 41, & 42 at Lorong Hang Jebat, Bandar Hilir ,Melaka, For Mr.Cheong Chey Yin @ Lauraen / Siti Zulaikha Mohmad Zin
Published 2012“…This project is about proposed new design of Baba Nyonya boutique hotel at existing 3 storey shophouse Lot 38, 41 and 42 at Lorong Hang Jebat, Banda Hilir, Melaka. …”
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Cost comparison between the construction of conventional method and interlocking block system
Published 2014“…For this study, the calculation is used to determine the cost for single, 2-storey and 3-storey house from IBS system and conventional method. …”
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Influence of peak ground acceleration and concrete grade on seismic design of RC hospital building
Published 2019“…In relation to that, this study discusses on the seismic design of 3 storey and 5 storey of reinforce concrete hospital building with consideration of different magnitude of Peak Ground Acceleration (PGA) and different grade of concrete. …”
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Cost Comparison Of Seismic Design For Reinforced Concrete Building Under Ranau Earthquake
Published 2017“…The total cost of three storey under seismic design for regular building is 7.9 % higher compared to the non-seismic design building. …”
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Potential influence of courtyard on indoor environment conditions of office buildings
Published 2016“…For the term low energy office buildings, the results illustrated that single and double storey office buildings considered as low energy office buildings, while for three storey office buildings the amount of energy that used did not comply with MS 1525 standard.…”
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Valco San Paolo Student Housing in Rome - 2007-2013 Architectural design 2018-2021 Construction completion.
Published 2022“…The dimensions of the site, urban planning restrictions and the density of the building programme determined the volume of the building: a single, imposing linear sign, 240 metres long and three storeys above ground, with a depth of 17 metres. …”
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Seismic design for reinforced concrete office building influenced by concrete grade and level of seismicity
Published 2019“…While for different value of grade of concrete, the result shows that the percentage difference of steel reinforcement required to non-seismic model of 3-storey and 6-storey office building had decrease from 36% to 56% and 162% to 139% respectively according to different grade of concrete. …”
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THE EFFECT OF BEHAVIOUR FACTOR ON THE SEISMIC PERFORMANCE OF LOW-RISE AND HIGH-RISE RC BUILDINGS
Published 2017“…Two families of RC buildings (i.e., 3 storey and 18 storey) are investigated using nonlinear static or push over analysis (POA). …”
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Structure damage detection using neural network with multi-stage substructuring
Published 2010“…To demonstrate the effectiveness of this approach, a two-span continuous concrete slab structure and a three-storey portal frame are used as examples. Different damage scenarios have been introduced by reducing the local stiffness of the selected elements at different locations in the structures. …”
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Classification of Inheritance Shop Houses in George Town, Penang - UNESCO World Heritage Site
Published 2012“…A shop house is usually two or three storeys high and is long and narrow, sharing a party wall with neighbours on either side. …”
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Effect Of Repeated Far Field Earthquake On The Ductility Demand Of Low-Rise Reinforced Concrete Buildings
Published 2011“…The nonlinear time history analysis performed to determine the ductility demand for two low rise building models which is 3 storey and 6 storey using RUAUMOKO software. There are 20 pairs of far field earthquake (FFE) randomly combined was used to performed 1800 analyses. …”
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Bayesian based nonlinear model updating using instantaneous characteristics of structural dynamic responses
Published 2019“…A numerical study on a three-storey building structure model under earthquake excitation is performed to verify the accuracy and performance of the proposed approach. …”
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Effect of partially infill wall on the seismic behavior of RC frame buildings
Published 2017“…Although there are a number of studies conducted on the masonry infilled RC frames in general, yet partially infilled frames have not been adequately studied under the dynamic load. In this study, a three storey RC building with partially infill wall on the ground floor is studied under the ground motions with the 475 year return period. …”
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