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Journal articles on the topic 'Free-storey building'

Author: Grafiati

Published: 4 June 2021

Last updated: 11 February 2022

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1

Gajbhiye, Akshay. "Comparative Study of RC Multistorey Building with Floating Column and Shear Wall Subjected To Seismic Load." International Journal for Research in Applied Science and Engineering Technology 9, no. 9 (2021): 528–35. http://dx.doi.org/10.22214/ijraset.2021.38011.

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Abstract : In modern multistorey building construction, irregularities like the soft storey, vertical and plan irregularities, floating columns etc are very common. Building with an open ground storey for parking is a common feature that results in floating columns. Floating columns provide column free space and a good aesthetic architectural view of the building. floating column means the end of any vertical element that rests on the beam which leads to discontinuity of columns such that the path of load distribution in multi-storey buildings is disturbed. The use of a floating column also te

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Guptaa, Samrat, P. R. Kannanra jkumar, P. T. Ravichandran, and L. Krishnaraj. "Seismic behavior of transfer girder in multi-story building." International Journal of Engineering & Technology 7, no. 3.3 (2018): 36. http://dx.doi.org/10.14419/ijet.v7i2.33.13849.

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Urbanization had led to many housing problems in India. Scarcity of land is one such biggest problem in India. This issue is one of the most pivotal issues that need to be provided with a swift and efficient solution if we want to grow as a nation whilst achieving the goals we are aiming at. Hence, there is a rise in many Multi storey and Highrise structure. Rise in car park and open column free space for auditoriums. The study focuses on the study of seismic assessment of the Multi-storey structure with transfer girder. The use of transfer girders in a building will help to a greater extent t

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Butt, Faheem, and Piotr Omenzetter. "Evaluation of Seismic Response Trends from Long-Term Monitoring of Two Instrumented RC Buildings Including Soil-Structure Interaction." Advances in Civil Engineering 2012 (2012): 1–18. http://dx.doi.org/10.1155/2012/595238.

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This paper presents analyses of the seismic responses of two reinforced concrete buildings monitored for a period of more than two years. One of the structures was a three-storey reinforced concrete (RC) frame building with a shear core, while the other was a three-storey RC frame building without a core. Both buildings are part of the same large complex but are seismically separated from the rest of it. Statistical analysis of the relationships between maximum free field accelerations and responses at different points on the buildings was conducted and demonstrated strong correlation between

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Burlachenko, Oleg V., Oksana G. Chesnokova, and Tatiana F. Cherednichenko. "The Usage of Modern Inorganic Composite Material in the Design of Insulation of Unheated Smoke-Free Stairwells." Defect and Diffusion Forum 410 (August 17, 2021): 599–604. http://dx.doi.org/10.4028/www.scientific.net/ddf.410.599.

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The article describes the problems that arise during the operation of unheated, smoke-free stairwells in multi-storey residential buildings. Measures are proposed for thermal protection of premises adjacent to stairwells of the H1 type. To solve the problems of improving the energy efficiency of the building, it is proposed to use modern thermal insulation material. In addition, a constructive solution is proposed for the insulation of the internal walls of an unheated, smoke-free stairwell using foam glass, which will ensure the strength, durability and reliability of thermal protection and f

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Sivakumaran, K. S. "Lateral load response of unbraced steel building frames." Canadian Journal of Civil Engineering 17, no. 6 (1990): 974–86. http://dx.doi.org/10.1139/l90-109.

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The standard CAN3-S16.1-M84 "Steel structures for buildings — limit states design" recognizes three sets of assumptions in the analysis, design, and construction of steel buildings. In two of them the connections are assumed to be either fully rigid (continuous construction, clause 8.2) or completely free (simple construction, clause 8.3.1). In the third type of construction, termed here as "special simple construction" (clause 8.3.2), the beam-to-column connections are assumed to be completely free (pinned) to resist gravity loads and are assumed to be rigid to resist the lateral loads due to

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Jameel, Mohammed, A. B. M. Saiful Islam, Mohammed Khaleel, and Aslam Amirahmad. "EFFICIENT THREE-DIMENSIONAL MODELLING OF HIGH-RISE BUILDING STRUCTURES." Journal of Civil Engineering and Management 19, no. 6 (2013): 811–22. http://dx.doi.org/10.3846/13923730.2013.799096.

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A multi-storey building is habitually modelled as a frame structure which neglects the shear wall/slab openings along with the inclusion of staircases. Furthermore, the structural strength provided by shear walls and slabs is not precisely incorporated. With increasing building height, the effect of lateral loads on a high-rise structure increases substantially. Inclusion of shear walls and slabs with the frame leads to improved lateral stiffness. Besides, their openings may play imperative role in the structural behaviour of such buildings. In this study, 61 multi-storey building configuratio

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Manz, Heinrich, Daniel Micallef, Simon Paul Borg, and Vincent Buhagiar. "A parametric building energy simulation case study on the potential and limitations of passive design in the Mediterranean climate of Malta." Sustainable Buildings 3 (2018): 4. http://dx.doi.org/10.1051/sbuild/2018004.

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The present case study sets out to investigate the potential and limitations of passive building design in a typical Mediterranean climate. The Maltese Islands were taken as the case study location. Assuming a fully detached, cuboid-shaped, generic multi-storey office building, one representative storey was modelled by means of the building energy simulation code WUFI®Plus. Thermal comfort was analysed based on the adaptive acceptable operative room temperature concept of EN 15251 for buildings without mechanical cooling systems. Assuming neither artificial heating nor cooling, the free-runnin

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Taki, A. H., and D. L. Loveday. "Surface Convection Coefficients for Building Facades with Vertical Mullion-Type Protrusions." Proceedings of the Institution of Mechanical Engineers, Part A: Journal of Power and Energy 210, no. 2 (1996): 165–76. http://dx.doi.org/10.1243/pime_proc_1996_210_024_02.

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Accurate knowledge of the heat transfer processes that take place at the external surfaces of a building is necessary for thermal modelling and for design purposes. Using a heated test plate fixed at the sixth-floor level to the wall of an eight-storey building, correlations are presented for the external convection coefficient, hc, as a function of wind speeds measured 1 metre from the test surface and 11 metres above the roof in the free stream. The effects of vertical mullion-type protrusions on the value of hc are measured for a range of protrusion heights separated by a fixed spacing, the

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Peretolchina, Lyudmila V., and Lyudmila V. Glebushkina. "Analysis of the current state of multi-storey residential areas in the city of Dushanbe." Journal «Izvestiya vuzov. Investitsiyi. Stroyitelstvo. Nedvizhimost» 10, no. 3 (2020): 460–69. http://dx.doi.org/10.21285/2227-2917-2020-3-460-469.

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The aim is to identify the parameters of inter-highway micro-district areas having a significant impact on the quality of the urban environment. A classification of the inter-highway areas of existing multi-storey building systems in Dushanbe was proposed according to the following urban development indicators: absolute (micro-district area, building area, total area of the housing stock, area of all floors of buildings and structures, population); relative (population density, housing stock density); specific (land-to-building ratio, building development density factor). The classification co

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Guerrero Bobadilla, Héctor, Tianjian Ji, and José Alberto Escobar. "EXPERIMENTAL STUDIES OF A STEEL FRAME MODEL WITH AND WITHOUT BUCKLING-RESTRAINED BRACES." Revista de Ingeniería Sísmica, no. 95 (December 31, 2016): 33–52. http://dx.doi.org/10.18867/ris.95.338.

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This paper presents comparative experimental studies of a five-storey steel-frame model at a scale of 1/10 with, and without, buckling-restrained braces (BRBs). The building model was subjected to free vibration tests and shaking table tests. The latter were conducted using low-intensity white noise and seismic input. From the free vibration tests and shaking table tests with low-intensity white noise, it was found that the BRBs contributed a significant amount of damping. This happened to the model even at low levels of vibration. The shaking table tests with seismic input were conducted usin

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Cavalieri, Francesco, António A. Correia, and Rui Pinho. "On the Applicability of Transfer Function Models for SSI Embedment Effects." Infrastructures 6, no. 10 (2021): 137. http://dx.doi.org/10.3390/infrastructures6100137.

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Soil-structure interaction (SSI) effects are typically neglected for relatively lightweight buildings that are less than two-three storeys high with a limited footprint area and resting on shallow foundations (i.e., not featuring a basement). However, when the above conditions are not satisfied, and in particular when large basements are present, important kinematic SSI may develop, causing the foundation-level motion to deviate from the free-field one due to embedment effects. In the literature, transfer function models that estimate the filtering effect induced by rigid massless embedded fou

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Chen, Shanghong, Wei Lin, Jiexin Yu, and Ai Qi. "Free-Interface Modal Synthesis Based Substructural Damage Detection Method." Shock and Vibration 2014 (2014): 1–13. http://dx.doi.org/10.1155/2014/741697.

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Free-interface modal synthesis method is applied to civil structure, and a substructure method is proposed by introducing the method into global sensitivity method. The substructure expression of the derivatives of eigenvalues and eigenvectors with respect to elemental parameters is obtained. The accuracy of the application of free-interface modal synthesis method is evaluated with different retained modes in substructure, and then the effectiveness of the proposed substructure sensitivity method is illustrated through an 11-storey building under both single- and multidamage cases. Both the da

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Filiatrault, Andre, Robert Tremblay, and Steven Kuan. "Generation of floor accelerations for seismic testing of operational and functional building components." Canadian Journal of Civil Engineering 31, no. 4 (2004): 646–63. http://dx.doi.org/10.1139/l04-030.

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The main objective of this paper is to establish floor accelerations to be used for shake table testing of operational and functional components that are sensitive mainly to horizontal accelerations. For this purpose, two different ensembles of floor accelerations were generated from nonlinear time–history dynamic analyses of three- and six-storey building models incorporating ductile reinforced concrete cantilevered walls. The first ensemble was generated based on synthetic ground motions representative of the intraplate regions of eastern Canada, and the second ensemble was generated from sy

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Shapovalov, O., and S. Potapov. "DETERMINATION OF RELIABILITY OF OPERATION OF MULTI-STOREY FRAME BUILDING AT DIFFERENT VARIANTS OF COLUMN REINFORCEMENT." Municipal economy of cities 3, no. 156 (2020): 121–25. http://dx.doi.org/10.33042/2522-1809-2020-3-156-121-125.

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The article considers the issues of variant design of bearing elements of monolithic reinforced concrete crossbarless frame. In particular, the columns, in order to ensure increased reliability of operation of the frame in cases of exposure to various adverse conditions. Such conditions include factors of disproportionate destruction (progressive collapse), which can significantly damage the building. With variant reinforcement of columns, it is possible to achieve a state when the reliability of safe operation of the building will be most pronounced, which may be a recommended measure in the

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Ahmadi Taleshian, Hamed, Alireza Mirzagoltabar Roshan, and Javad Vaseghi Amiri. "Use of viscoelastic links for seismic pounding mitigation under random input." International Journal of Structural Integrity 11, no. 3 (2019): 471–96. http://dx.doi.org/10.1108/ijsi-06-2019-0055.

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Purpose The purpose of this paper is to study the effects of viscoelastic links between two adjacent buildings for pounding mitigation under white-noise seismic input. Design/methodology/approach A formulation is first extracted for the effective modal damping ratios of the system. Then, two single DOF linear buildings connected by viscoelastic links are considered with both classical and non-classical damping schemes. The inelastic behavior is also taken into account by using equivalent natural frequencies and damping ratios of the buildings. The effect of ground dominant frequency and dampin

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Shutova, Marina, and Sergey Evtushenko. "APPLICATION OF A COMPLEX APPROACH FOR THE DETERMINATION OF THE RESIDUAL LIFE OF AN INDUSTRIAL BUILDING WITH DEFORMED SLING TRUSSES." Construction and Architecture 7, no. 3 (2019): 30–35. http://dx.doi.org/10.29039/2308-0191-2019-7-3-30-35.

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The article is devoted to the problem of objective estimation of residual resource based on a complex approach using probabilistic methods and graph theory. A single-storey building of the industrial workshop in Taganrog was chosen as an object for evaluation. The survey revealed typical defects and damages for industrial buildings - soaking, weathering of the solution, corrosion and absence of paint coating, as well as atypical defects - cuts of mechanical nature in various elements of farms. These damages are stress concentrators, so a three-dimensional model of the sling truss with damage s

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Terenzi, Gloria, Elena Fuso, Stefano Sorace, and Iacopo Costoli. "Enhanced Seismic Retrofit of a Reinforced Concrete Building of Architectural Interest." Buildings 10, no. 11 (2020): 211. http://dx.doi.org/10.3390/buildings10110211.

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Modern heritage buildings designed in the 1950s and 1960s often feature poor seismic performance capacities and may require significant retrofit interventions. A representative case study in Florence, i.e., the edifice housing the Automobile Club Headquarters, is examined here. The building was designed in 1959 with an articulated reinforced concrete structure and presents some enterprising solutions for the time, including suspended floors accommodating large glazed curtain wall façades in the main halls. The original design documentation was collected with accurate record research and checke

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Filiatrault, Andre, Steven Kuan, and Robert Tremblay. "Shake table testing of bookcase – partition wall systems." Canadian Journal of Civil Engineering 31, no. 4 (2004): 664–76. http://dx.doi.org/10.1139/l04-031.

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This paper describes the seismic (shake table) tests conducted on bookcase – partition wall systems. These nonstructural building components can be considered acceleration sensitive (or motion sensitive) rather than drift sensitive. The shake table floor motions used for the seismic testing are described in a companion paper. One bookcase fully loaded with books and two different cantilevered partition wall systems were considered in the shake table tests. Nine different configurations of these free-standing nonstructural building components were tested. For each configuration, three different

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Auersch, Lutz. "Simple and fast prediction of train-induced track forces, ground and building vibrations." Railway Engineering Science 28, no. 3 (2020): 232–50. http://dx.doi.org/10.1007/s40534-020-00218-7.

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Abstract A simple and fast prediction scheme is presented for train-induced ground and building vibrations. Simple models such as (one-dimensional) transfer matrices are used for the vehicle–track–soil interaction and for the building–soil interaction. The wave propagation through layered soils is approximated by a frequency-dependent homogeneous half-space. The prediction is divided into the parts “emission” (excitation by railway traffic), “transmission” (wave propagation through the soil) and “immission” (transfer into a building). The link between the modules is made by the excitation forc

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Granev, Viktor, Nikolay Kelasiev, Emil Kodysh, Nikolay Trekin, and Ivan Terekhov. "Modular frame trusses of buildings." E3S Web of Conferences 97 (2019): 04012. http://dx.doi.org/10.1051/e3sconf/20199704012.

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The paper describes space-planning and structural concept in source-efficient buildings that provides multiple functions of the rooms and large-span space.The main load-bearing structures of two adjacent storeys are metal trusses with parallel chords between which (between top and bottom chords) intermediate storeys are designed and the space between trusses is occupied by the free plan storeys. Bottom and top chords of the truss resist together with floor structure forming two-storey steel-reinforced concrete unit. To calculate value of deformation capacity for nodal connection a numerical ex

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Munthe, Agyanata Tua, and Muklish Nalahuddin. "COUPLING BEAM DESIGN WITH SPECIAL MOMENT FRAME AND SPECIAL REINFORCED CONCRETE SHEAR WALLS." Neutron 18, no. 2 (2019): 28–41. http://dx.doi.org/10.29138/neutron.v18i2.75.

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An Earthquake is on of the natural phenomena that cannot be avoided or cannot be prevented by its appearance which is very difficult to accurately predict both from the time and place of its occurrence. Shear wall system is used to increase the sitffness of many multi-storey building, in this case building that have more than 20 floors. Building structures with shear wall as retaining element of lateral force generally have good performance during an earthquake. Coupling beam is an connecting beam betweem two shear walls, this beam makes a series of shear walls works as a system that is able t

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R., Balamuralikrishnan, and Ibrahim Shabbir Mohammedali. "Comparative Study on Two Storey Car Showroom Using Pre-engineered Building (PEB) Concept Based on British Standards and Euro Code." Civil Engineering Journal 5, no. 4 (2019): 881–91. http://dx.doi.org/10.28991/cej-2019-03091296.

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Majority of steel structures are used for low-rise single storey buildings mainly for industrial purpose. Steel structures are preferred for industrial buildings due to its higher strength to weight ratio as compare to RCC structures and steel structures also gives more free internal space by allowing long clear span between columns. Pre-engineered building (PEB) is a modern age concept of utilizing structural steel and optimizing the design by ensuring the economical integrity of the structure. The structural members are designed and fabricated in the factory under controlled environment to p

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Tuck, Ng Wai, Sheikh Ahmad Zaki, Aya Hagishima, Hom Bahadur Rijal, Mohd Azuan Zakaria, and Fitri Yakub. "Effectiveness of free running passive cooling strategies for indoor thermal environments: Example from a two-storey corner terrace house in Malaysia." Building and Environment 160 (August 2019): 106214. http://dx.doi.org/10.1016/j.buildenv.2019.106214.

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Nosenko, Viktor, and Oleg Krivenko. "Influence of house bearing construction rigidi-ty of precast reinforced concrete on stress-strain state Continuous Flight Auger (CFA) piles foundations." Bases and Foundations, no. 40 (June 4, 2020): 48–57. http://dx.doi.org/10.32347/0475-1132.40.2020.48-57.

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At present, the tendency to build multi-storey residential buildings has become widespread in Ukraine. This is due to a number of reasons: significant increase in land prices in cities, dense urban development and the availability of appropriate equipment for the construction of such structures. One of the most common materials for multi-storey buildings is monolithic reinforced concrete. The main advantage of monolithic structures is the possibility of free spatial planning and the possibility of uniform redistribution of forces in the elements of the frame - the house works as one rigid enti

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Price, Sam. "Three views on the RAE Design and the computer. Fundamental questions of design." Architectural Research Quarterly 6, no. 4 (2002): 292–96. http://dx.doi.org/10.1017/s1359135503241828.

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The two articles on canopies in the last issue of arq (6/3, pp214–229 and 230–245) make interesting reading. The briefs must have been quite similar – but what a difference in approach to design! Both canopies had to provide temporary cover to a fairly small area, during the summer, at about the level of a normal storey height, and both had to be easy to put up and take down in a fairly short time. The canopy in a courtyard in Amsterdam had to relate to the building and was originally intended to partly surround a tree [1]; the canopy for the Chelsea Flower Show was free-standing in the garden

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Bosakov, S. V., A. I. Mordich, A. A. Karyakin, S. A. Sonin, and I. S. Derbentsev. "Distribution of Load Forces in Hollow Core Slabs of Precast Solid Floor Supported on Bearing Walls." Science & Technique 18, no. 2 (2019): 93–103. http://dx.doi.org/10.21122/2227-1031-2019-18-2-93-103.

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The need to cut construction cost of residential and public buildings and provide them with a free and transformable planning structure during their operation cause interest in building wall systems with a large step of bearing walls. In order to reduce labor inputs and increase rate of construction in such building load-bearing system it is also necessary to maximize the use of large-sized prefabricated products and minimize consumption of in-situ concrete. In this case prefabricated products should be substituted according to the conditions of local (regional) construction industry base and

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Malyshev, Oleg, Andrii Rashchenko, Tetiana Dyptan, and Yaroslav Senchyshyn. "Features of the arrangement of lagoons for agricultural purposes." Bases and Foundations, no. 40 (June 4, 2020): 58–64. http://dx.doi.org/10.32347/0475-1132.40.2020.58-64.

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At present, in large cities, cities - millionaires, there is a tendency to build a large volume of residential multi-storey buildings entertainment complexes on undeveloped, free from construction areas of urban territory To meet the food needs of the population, it becomes necessary to create large livestock complexes. Ukraine, having a significant natural resource, has created conditions for the arrival of large international investors. That’s why in recent years, there is a renewal of material and technical agricultural base, which contributes to the revival of almost abandoned in the 90s,

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Kutsevych, Vadym. "Parking places built-into the lower ground floors of public buildings and structures. Architectural-planning and functional-technological requirements." Research and methodological works of the National Academy of Visual Arts and Architecture, no. 29 (December 17, 2020): 5–11. http://dx.doi.org/10.33838/naoma.29.2020.5-11.

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The rapid processes of global motorization, which Ukraine has not avoided, have a growing impact on various aspects of modern society, on the formation of a new urban environment and transport system. At the same time, to create favorable conditions for Ukraine's integration into the EU needs to address infrastructural issues: the systematic organization of facilities for storing cars in general in cities with the provision of their architecture- accessibility, versatility, economy, energy efficiency and more. First of all, this applies to the largest cities, where about 45% of the total urban

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Ibragimov, Alexander, and Alexander Danilov. "Free space-planning solutions in the architecture of multi-storey buildings." E3S Web of Conferences 33 (2018): 01035. http://dx.doi.org/10.1051/e3sconf/20183301035.

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Here some aspects of the development of steel frame structure design from the standpoint of geometry and morphogenesis of bearing steel structures of civil engineering objects. An alternative approach to forming constructive schemes may be application of curved steel elements in the main load-bearing system. As an example, it may be circular and parabolic arches or segments of varying outline and orientation. The considered approach implies creating large internal volumes without loss in the load-bearing capacity of the frame. The basic concept makes possible a wide variety of layout and desig

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Li, Q. S., J. Q. Fang, and A. P. Jeary. "Free vibration analysis of multi-storey buildings with narrow rectangular plane configuration." Engineering Structures 21, no. 6 (1999): 507–18. http://dx.doi.org/10.1016/s0141-0296(98)00002-9.

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Malashenkova, V. A., and D. Y. Glinin. "ERGONOMIC FACTORS THAT PROMOTE THE FORMATION OF REHABILITATION CENTERS FOR CHILDREN WITH DISABILITIES." Problems of theory and history of architecture of Ukraine, no. 20 (May 12, 2020): 49–55. http://dx.doi.org/10.31650/2519-4208-2020-20-49-55.

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The article presents the main ergonomic factors that contribute to the formation of archi- tecture. The use of ergonomic requirements in the field of architectural design is due to the prob- lems of architectural ergonomics, which are associated with the formation of an environment that allows the child to use his abilities and respond to his individual requests. Based on the studies, 4 main ergonomic factors are identified and their detailed characteristics are given. One of the most important subsystems of the social sphere of any state is nurturing, treat- ment and education of children wit

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Beegam, Thaiba T., and Tissa Sebastian. "Free Vibration Analysis of Building Considering Soil Structure Interaction." Applied Mechanics and Materials 857 (November 2016): 125–30. http://dx.doi.org/10.4028/www.scientific.net/amm.857.125.

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Modeling and design of foundation are always done without considering the effect of stiffness of the soil. In the conventional non-interaction analysis of building frame settlements are calculated without considering the influence of the structural stiffness. Therefore a modeling and interaction analysis of soil structure interaction will help to find soil stiffness and effects of soil structure interaction on structure. In this paper, soil structure interaction analysis of a symmetric space frame of 2 bays in both x and y direction are assessed with SAP 2000 software. The frame is modeled wit

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Wijesundara, K. K., C. Negulescu, and E. Foerster. "Estimation of Modal Properties of Low-Rise Buildings Using Ambient Excitation Measurements." Shock and Vibration 2015 (2015): 1–18. http://dx.doi.org/10.1155/2015/173450.

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Continuous wavelet transform (CWT) has recently emerged as a promising tool for identification of modal properties through ambient excitation measurements of structures. However, it is difficult to obtain an accurate estimation of damping ratio directly from time-frequency decomposition of ambient vibration measurements using CWT. The main objective of this study is to introduce a new method called two-step procedure in the estimation of damping ratios using ambient vibration measurements. The two-step procedure involves the development of random decrement (RD) signature from the ambient vibra

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Rahgozar, Peyman. "Free Vibration of Tall Buildings using Energy Method and Hamilton’s Principle." Civil Engineering Journal 6, no. 5 (2020): 945–53. http://dx.doi.org/10.28991/cej-2020-03091519.

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In a framed-tube tall building, shear wall systems are the most efficient structural systems for increasing the lateral load resistance. A novel and simple mathematical model is developed herein which calculates the natural frequencies of such tall buildings. The analyses are based on a continuous model, in which a tall building structure is replaced by an idealized cantilever beam that embodies all relevant structural characteristics. Governing equations and the corresponding eigen-problem are derived based on the energy method and Hamilton’s principle. Solutions are obtained for three exampl

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Tiurikova, E., О. Pogorelov, V. Titinov, and O. Nedoshitko. "FORMATION OF THE HUMAN AND STREET ANIMALS INTERACTION ENVIRONMENT." East European Scientific Journal 1, no. 4(68) (2021): 10–18. http://dx.doi.org/10.31618/essa.2782-1994.2021.1.68.8.

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The paper is devoted to the problem of arrangement of the city's ecosystem by the architectural and design tools. The contradictions and conditions of joint habitation of people and street animals (cats) in the urban environment are revealed. The initial potential capacity of different types of urban environment (beaches, a traditional Odessa courtyard, public parks and squares, modern multi-storey buildings) in the formation of a harmonized, conflict-free interaction between people and animals have been investigated. The sketches of the search for the artistic appearance of cat settlements (s

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Hakim, Muhammad Rizal Azizul. "Evaluation of existing DCS1800 and U2100 Indoor Base Station Networks in Multi-storey Buildings in Malang City." Jurnal Jartel: Jurnal Jaringan Telekomunikasi 5, no. 2 (2017): 9–14. http://dx.doi.org/10.33795/jartel.v5i2.198.

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This study aims to determine the Rx Level value on each floor in the building and determine the omniceiling antenna coverage. Calculation of coverage using the Free Space Loss (FSL) method and measurement with a walk test. Calculation of coverage with the DCS1800 and U2100 networks uses the FSL method to determine the coverage distance per omni ceiling antenna. The result is the farthest distance is 24 meters and the closest distance is 4 meters and the average distance per omni ceiling antenna is 8 meters. As for the results of the walk test on the DCS1800 network, very good results were obta

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Tjondro, J. A., P. J. Moss, and A. J. Carr. "P-delta effects in medium height moment resisting steel frames under seismic loading." Bulletin of the New Zealand Society for Earthquake Engineering 23, no. 4 (1990): 305–21. http://dx.doi.org/10.5459/bnzsee.23.4.305-321.

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An analytical investigation of the P-delta effects in medium height steel moment resisting frames excited by selected earthquake motions is reported. The frames with various design drifts and fundamental natural periods of free vibration were designed according to the loadings provisions for New Zealand's highest seismic risk zone (Wellington) of the Draft Code of Practice for General Structural Design and Design Loading for Buildings, DZ4203 [10] as issued as a "Draft for Comment" in May 1986. The effect of strength degradation was investigated. Dynamic magnification factors for t

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Islam, A. B. M. Saiful, Mohd Zamin Jumaat, Raja Hussain, and Md Ashraful Alam. "INCORPORATION OF RUBBER-STEEL BEARING ISOLATION IN MULTI-STOREY MUILDING." Journal of Civil Engineering and Management 19, Supplement_1 (2014): S33—S49. http://dx.doi.org/10.3846/13923730.2013.801904.

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Base isolation incorporation has moved towards a popular technology in the seismic vulnerable regions. The system mitigates lateral action of tremor hazard providing flexibility of structures. Implementing base isolation on buildings in the soil and seismic condition of medium risk seismicity is currently an important issue. A thorough investigation is of burning need for buildings to be incorporated with base isolator and to carry out dynamic analysis. The study provides incorporation of rubber-steel bearings and focuses on the structural changes. Designs of base isolation bearings are perfor

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Guedes, Pedro. "Free Plan for the 1850s: Forgotten Imagined Architectures from Mid-Century." Architectural History 57 (2014): 239–75. http://dx.doi.org/10.1017/s0066622x0000143x.

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This study focuses on two little-known mid-nineteenth-century pamphlets which proposed radical changes to the ways in which large public and administrative buildings were planned. Although one author went to some lengths to remain anonymous, the other was soon to become recognized and respected as a major critic and historian of architecture. These ideas were thus by no means the fantasies of peripheral dreamers. Indeed, they were possible, practical solutions to current problems which used both proven and emerging technologies. Both authors advocated deep, top-lit, single-storey, ‘universal’,

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Efimov, Vladimir, Denis Pogodin, and Myhammet Fakhratov. "Technological processes of reusing crushed concrete in the demolition of buildings in construction." E3S Web of Conferences 110 (2019): 01038. http://dx.doi.org/10.1051/e3sconf/201911001038.

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The paper is dedicated to waste processing management in waste processing technology. Processing of scrap concrete waste, similar in composition and condition to traditional raw materials, is economically and ecologically feasible. Secondary crushed stone obtained by crushing scrap of reinforced concrete panels in demolished five-storey apartment blocks of the first phase was studied. It is shown that concrete with scrap concrete waste shows strength properties similar to primary concrete and helps organize waste-free production. The methods of recycled waste usage, especially usage of seconda

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Mbanusi, E. C., and D. A. Obodoh. "Free Vibration Response Of Double-Bay Multi-Storey Building Frames With Stiffened Joints." International Journal Of Engineering And Computer Science, May 25, 2016. http://dx.doi.org/10.18535/ijecs/v5i5.49.

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"Seismic Response of Steel Braced Vertically Irregular RC Frame Considering Soil Structure Interaction." International Journal of Recent Technology and Engineering 8, no. 5 (2020): 4343–49. http://dx.doi.org/10.35940/ijrte.e6731.018520.

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Bracing system is one of the structural system which forms an integral part of the frame. Steel bracings have been used extensively as a structural system to resist seismic loads in the recent times due to their passive energy dissipation property. Steel bracing being economical and easy to erect assists to enhance the strength and retrofitting properties of a structure and their effective performance in controlling seismic effects on the structures during earthquake. In the present study the effect of soil structure interaction (SSI) on multi-storied vertically irregular RC buildings on a hor

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Кочеткова, Т., T. Kochetkova, Н. Алейникова, and N. Aleinikova. "COMFORT OF THE URBAN ENVIRONMENT." Bulletin of Belgorod State Technological University named after. V. G. Shukhov, November 20, 2019, 66–72. http://dx.doi.org/10.34031/2071-7318-2019-4-11-66-72.

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The idea of creating a comfortable, truly convenient city for all residents excites the minds of architects and urban planners for hundreds of years. A modern city, both a megalopolis and a district center, should be a comfortable environment in terms of functionality, ecology, aesthetics and safety. The article analyzes the methods for assessing the comfort of the urban environment, considers the parameters of a comprehensive assessment of the urban development complex. Modern urban planning concepts, such as smart development and the program of sustainable development of territories, are con

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Gíslason, Kári. "Independent People." M/C Journal 13, no. 1 (2010). http://dx.doi.org/10.5204/mcj.231.

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There is an old Danish fable that says that the Devil was watching when God created the earth, and that, as the creation progressed, he became increasingly agitated over the wondrous achievements he was made to witness. At the end of it all, the Devil turned to God, and said, ‘Now, watch this.’ He created Iceland. It’s a vision of the country that resembles my own. I have always thought of Iceland as the island apart. The place that came last in the earth’s construction, whoever the engineer, and so remains forever distant. Perhaps that’s because, for me, Iceland is a home far from home. It is

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