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Gotowe bibliografie tematyczne / MULTISTOREYED BUILDINGS

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Artykuły w czasopismach

Gotowa bibliografia na temat „MULTISTOREYED BUILDINGS”

Autor: Grafiati

Data publikacji: 11 września 2023

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Artykuły w czasopismach na temat "MULTISTOREYED BUILDINGS"

1

., Khaja Afroz Jamal. "SEISMIC POUNDING OF MULTISTOREYED BUILDINGS." International Journal of Research in Engineering and Technology 02, no. 13 (2013): 12–17. http://dx.doi.org/10.15623/ijret.2013.0213003.

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Qamaruddin, M., A. S. Arya, and B. Chandra. "Dynamic response of multistoreyed brick buildings." Earthquake Engineering & Structural Dynamics 13, no. 2 (1985): 135–50. http://dx.doi.org/10.1002/eqe.4290130202.

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., T. Seshadri Sekhar. "EVALUATION OF SIESMIC RESPONSE OF SYMMETRIC AND ASYMMETRIC MULTISTOREYED BUILDINGS." International Journal of Research in Engineering and Technology 04, no. 13 (2015): 151–57. http://dx.doi.org/10.15623/ijret.2015.0413026.

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4

Doiphode, Dr G. S., and Vaibhav Dhndhukiya. "Performance Based Seismic Assessment of Masonry Infilled RCC Building with Diaphragm Discontinuity." International Journal of Engineering and Advanced Technology 10, no. 2 (2020): 214–20. http://dx.doi.org/10.35940/ijeat.b2090.1210220.

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Streszczenie:

In multistoreyed RCC framed buildings, critical damages are due to seismic ground excitations, which cause catastrophic failuresat the weaker locations. Buildings with two types of structural irregularities namely diaphragm discontinuity and open ground story are considered. Assessment of seismic vulnerability of these buildings is done by using Nonlinear Static Pushover Analysis (NSPA). Performance Based Seismic Design of masonry infilled RCC buildings with two different shape of openings in the diaphragm is considered here with Design Basis Earthquake(DBE) and Maximum Considered Earthquake(M

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5

mohiuddin, Syed Mohammed, Mohammed moiz, Mohammed khaja moinuddin, and Mohammed Tosif Ahmed. "DYNAMIC ANALYSIS AND DESIGN OF MULTISTOREYED R.C STRUCTURAL FRAME WITH PILE FOUNDATION." International Journal of Innovative Research in Advanced Engineering 8, no. 6 (2021): 120–30. http://dx.doi.org/10.26562/ijirae.2021.v0806.001.

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The structure is presumed to be situated in seismic Zones II and V. The mathematical building model (F.E.M Model) of Whole building has been modelled in ETABS 16.2 All the beams and columns are modelled as frame elements. All the slabs are modelled as thin shell elements. To ascertain the seismic load on each floor level of whole structure two types of seismic analysis procedure have been considered as per IS1893-2002 and 2016. Equivalent static approach (linear Static method) and Response spectrum method (Linear Dynamic Method). Parameters considered to understand the seismic response of the

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6

R.PRABHAHAR, R. PRABHAHAR, and G. RAVICHANDRAN G.RAVICHANDRAN. "Optimal Planning and Scheduling in Multistoreyed Building." Indian Journal of Applied Research 4, no. 4 (2011): 72–74. http://dx.doi.org/10.15373/2249555x/apr2014/255.

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7

Gupta, Diksha, and Deepti Hazari. "COMPARISON OF MULTISTOREY BUILDING USING RESPONSE SPECTRUM ANALYSIS IN DIFFERENT SEISMIC ZONES BY USING STAAD.PRO SOFTWARE." YMER Digital 21, no. 08 (2022): 353–68. http://dx.doi.org/10.37896/ymer21.08/31.

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A multi-storey building is just a building that has multiple storeys above the ground. A multi storied building is either residential or commercial. Migration of individuals from rural to urban centres where job opportunities are significant. The land available for building to accommodate this migration is becoming scarce which ends in rapid increase within the cost of land. And this leads to construction of multi-storeyed buildings as they supply an outsized floor area in an exceedingly relatively small area of land in urban cities. A comparison of highrise buildings by response spectrum anal

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8

Humar, J. L., and P. Kumar. "Torsional motion of buildings during earthquakes. II. Inelastic response." Canadian Journal of Civil Engineering 25, no. 5 (1998): 917–34. http://dx.doi.org/10.1139/l98-032.

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In a previous study on the elastic torsional response of building models subjected to earthquake motion, it was shown that the current provisions of the National Building Code of Canada for design against torsion induced by earthquakes are quite conservative for the flexible edge of the building, but may be inadequate for the stiff edge. Based on the results of studies on the elastic response, a new set of design provisions was suggested. The present study deals with the inelastic torsional response of single- and multi-storey buildings designed according to the suggested provisions. Effects o

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9

Trulsrud, Tonje Healey, Inger Andresen, and Niki Gaitani. "Energy performance and scenario analyses of a multistorey apartment building in Norway." E3S Web of Conferences 362 (2022): 10004. http://dx.doi.org/10.1051/e3sconf/202236210004.

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Plus Energy Buildings are perceived as a strategy in the energy transition and to promote decarbonization of the building stock. This paper presents the design development of a plus energy demonstration project based on building performance simulations performed with IDA-ICE for energy strategies and future scenarios. The objective of the design strategies was to reduce the primary energy consumption, while ensuring a satisfactory indoor environment. Future scenarios for climate change, user behavior, and energy flexibility were developed to analyze the impact on the building's energy performa

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10

Soni, Pranava, and Dr Rajeev Chandak. "Diagrid Based Multistorey Building Design and Durability Forecasting." International Journal for Research in Applied Science and Engineering Technology 10, no. 8 (2022): 1280–85. http://dx.doi.org/10.22214/ijraset.2022.46413.

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Abstract: The taller and higher structures results in the effects of lateral loading, lateral loads dominates when the height of building increases, lateral loads such as earthquake, wind causes the building larger displacement, to avoid larger displacement in high rise buildings lateral load resisting systems are deployed. Apart from other structural system, the diagrid and hexagrid system are adopted to improve structural performance of tall buildings. The various types of structural system in tall buildings have become obsolete and the new structural skeletons such as hexagrid and diagrid a

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