Log in

Relevant bibliographies by topics / Reinforced concrete frame construction / Dissertations / Theses

To see the other types of publications on this topic, follow the link: Reinforced concrete frame construction.

Dissertations / Theses on the topic 'Reinforced concrete frame construction'

Author: Grafiati

Published: 4 June 2021

Last updated: 1 February 2022

Create a spot-on reference in APA, MLA, Chicago, Harvard, and other styles

Select a source type:

Consult the top 50 dissertations / theses for your research on the topic 'Reinforced concrete frame construction.'

Next to every source in the list of references, there is an 'Add to bibliography' button. Press on it, and we will generate automatically the bibliographic reference to the chosen work in the citation style you need: APA, MLA, Harvard, Chicago, Vancouver, etc.

You can also download the full text of the academic publication as pdf and read online its abstract whenever available in the metadata.

Browse dissertations / theses on a wide variety of disciplines and organise your bibliography correctly.

1

Biddah, Ashraf Mahmoud Samy. "Seismic behaviour of existing and rehabilitated reinforced concrete frame connections." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1997. http://www.collectionscanada.ca/obj/s4/f2/dsk2/ftp03/NQ30074.pdf.

Full text

APA, Harvard, Vancouver, ISO, and other styles

2

Haselton, Curt B. Deierlein Gregory G. "Assessing seismic collapse safety of modern reinforced concrete moment-frame buildings." Berkeley, Calif. : Pacific Earthquake Engineering Research Center, 2008. http://nisee.berkeley.edu/elibrary/Text/200803261.

Full text

APA, Harvard, Vancouver, ISO, and other styles

3

El-Amoury, Tarek Abbas Ghobarah Ahmed. "Seismic rehabilitation of concrete frame beam-column joints /." *McMaster only, 2004.

Find full text

APA, Harvard, Vancouver, ISO, and other styles

4

Wong, Koon-Wan. "Non-linear behaviour of reinforced concrete frames /." Title page, contents and abstract only, 1989. http://web4.library.adelaide.edu.au/theses/09PH/09phw872.pdf.

Full text

APA, Harvard, Vancouver, ISO, and other styles

5

Kenyon, Jonn Mark. "Non-linear analysis of reinforced concrete plane frames /." Title page, table of contents and abstract only, 1993. http://web4.library.adelaide.edu.au/theses/09PH/09phk368.pdf.

Full text

APA, Harvard, Vancouver, ISO, and other styles

6

Chan, Yui Bun. "Investigation of cracked reinforced concrete framed structures repaired with CFRP /." View Abstract or Full-Text, 2002. http://library.ust.hk/cgi/db/thesis.pl?CIVL%202002%20CHAN.

Full text

Abstract:

Thesis (M. Phil.)--Hong Kong University of Science and Technology, 2002.<br>Includes bibliographical references (leaves 209-210). Also available in electronic version. Access restricted to campus users.

APA, Harvard, Vancouver, ISO, and other styles

7

Zimos, D. K. "Modelling the post-peak response of existing reinforced concrete frame structures subjected to seismic loading." Thesis, City, University of London, 2017. http://openaccess.city.ac.uk/18531/.

Full text

Abstract:

Structural members of reinforced concrete (R/C) buildings designed according to older, less stringent seismic codes are often vulnerable to shear or flexure-shear failure followed by axial failure. Thus, such substandard R/C structures are susceptible to vertical collapse, which pertains to the exceedance of vertical resistance of columns and connecting beams and can lead to the whole structure – or a substantial part of it – undergoing collapse. The largest database of shear and flexure-shear critical R/C columns cycled well beyond the onset of shear failure and/or up to the onset of axial fa

APA, Harvard, Vancouver, ISO, and other styles

8

Wong, Anthony K. M. "Theoretical investigation of Australian designed reinforced concrete frames subjected to earthquake loading /." Title page, contents and abstract only, 1999. http://web4.library.adelaide.edu.au/theses/09ENS/09ensw872.pdf.

Full text

APA, Harvard, Vancouver, ISO, and other styles

9

Patel, Jayendra R. "Post processor for design of reinforced concrete space frames using object oriented programming." Thesis, This resource online, 1994. http://scholar.lib.vt.edu/theses/available/etd-07292009-090457/.

Full text

APA, Harvard, Vancouver, ISO, and other styles

10

Jarvis, Wesley James. "The effect of seismic activity on reinforced concrete frame structures with infill masonry panels." Thesis, Stellenbosch : Stellenbosch University, 2014. http://hdl.handle.net/10019.1/86554.

Full text

Abstract:

Thesis (MEng)--Stellenbosch University, 2014.<br>ENGLISH ABSTRACT: Certain regions within the Western Cape Province are at risk of a moderate intensity earthquake. It is therefore crucial that infrastructure in these areas be designed to resist its devastating effect. Numerous types of structural buildings exist in these seismic prone areas. The most common types are either reinforced concrete framed buildings with masonry infill or unreinforced masonry buildings. Many of these buildings predate the existence of the first loading code of 1989 which provided regulations for seismic design

APA, Harvard, Vancouver, ISO, and other styles

11

Samman, Tamim Abdulhadi. "Indeterminate reinforced concrete frames subjected to inelastic cyclic deformation." Diss., The University of Arizona, 1987. http://hdl.handle.net/10150/184307.

Full text

Abstract:

Four full-size statically indeterminate reinforced concrete frames with two symmetrical bays were tested to obtain sufficient data to evaluate the adequacy of the current ACI-ASCE Committee 352 design recommendations, as well as to determine whether a relaxation of some of the limits in these guidelines can be justified. Each specimen contained three 8.5-foot-long columns, connected at mid-height by two 9-foot-long beams. Initially, a constant axial load was applied to each column. The specimens were then subjected to a displacement-controlled loading schedule to simulate the type of displacem

APA, Harvard, Vancouver, ISO, and other styles

12

Hertanto, Eric. "Seismic Assessment of Pre-1970s Reinforced Concrete Structure." Thesis, University of Canterbury. Civil Engineering, 2005. http://hdl.handle.net/10092/1120.

Full text

Abstract:

Reinforced concrete structures designed in pre-1970s are vulnerable under earthquakes due to lack of seismic detailing to provide adequate ductility. Typical deficiencies of pre-1970s reinforced concrete structures are (a) use of plain bars as longitudinal reinforcement, (b) inadequate anchorage of beam longitudinal reinforcement in the column (particularly exterior column), (c) lack of joint transverse reinforcement if any, (d) lapped splices located just above joint, and (e) low concrete strength. Furthermore, the use of infill walls is a controversial issue because it can help to provide ad

APA, Harvard, Vancouver, ISO, and other styles

13

Elmorsi, Mostafa Saad Eldine. "Analytical modeling of reinforced concrete beam column connections for seismic loading." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1998. http://www.collectionscanada.ca/obj/s4/f2/dsk1/tape11/PQDD_0006/NQ42844.pdf.

Full text

APA, Harvard, Vancouver, ISO, and other styles

14

Elwood, Kenneth Moehle Jack P. "Shake table tests and analytical studies on the gravity load collapse of reinforced concrete frames /." Berkeley : Pacific Earthquake Engineering Research Center, 2003. http://peer.berkeley.edu/publications.

Full text

APA, Harvard, Vancouver, ISO, and other styles

15

Murahidy, Alexander Gustav. "Design, construction, dynamic testing and computer modelling of a precast prestressed reinforced concrete frame building with rocking beam-column connections and ADAS elements." Thesis, University of Canterbury. Department of Civil Engineering, 2004. http://hdl.handle.net/10092/2514.

Full text

Abstract:

Following a major earthquake event, essential public amenities such as medical facilities and transport networks need to remain functional - not only to fulfil their ongoing role in serving the community but also to cope with the added and immediate demand of a population affected by a natural disaster. Furthermore, the economic implications of wide spread damage to housing and commercial facilities should not be discounted. A shift in design approach is required that is consistent with current trends towards performance based building design. The present aim is to achieve seismic energy dissi

APA, Harvard, Vancouver, ISO, and other styles

16

Slavětínský, Šimon. "Stavební průzkum a diagnostika konstrukce." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265608.

Full text

Abstract:

The subject of this final thesis is the diagnostic survey of the prefabricated hall made of framed concrete in the areal of Fatra Chropyně. The thesis contains description of construction and technological survey and diagnostic methods. The practical part contains material assessing of chosen elements of construction (beam, column,precast floor slab). It is also focused on localization of position and diameter of reinforcement. Last step is focused on quality of the concrete, particularly compressive strength and strenght class of concrete.

APA, Harvard, Vancouver, ISO, and other styles

17

Žák, Jan. "Administrativní budova." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226700.

Full text

Abstract:

The Master’s thesis Office building is compiled in the form of project documentation witch comprises all the requisites required by current regulations. The designed building is placed on the sites numbered 2589/1 in Litomerice. This is a new building withoutbasement with four floors. The house is rectangular in plan, built of precast reinforced concrete frame system with infill masonry and roofing flat roof monotube roofing.

APA, Harvard, Vancouver, ISO, and other styles

18

Findura, David. "Návrh železničního rámového mostu." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2018. http://www.nusl.cz/ntk/nusl-371879.

Full text

Abstract:

This thesis deals with a design of a two-track railway frame bridge over a valley. Out of three proposed variants was chosen the variant number 1 - prestressed frame construction with variable beam section. According to actual EN standards the construction was designed and assessed to the serviceability limit state and the ultimate limit state.

APA, Harvard, Vancouver, ISO, and other styles

19

Bernard, Lukáš. "Stavební průzkum a diagnostika železobetonové konstrukce." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2020. http://www.nusl.cz/ntk/nusl-409951.

Full text

Abstract:

This diploma thesis deals with construction and technological survey of the reinforced concrete structure. The first part of the diploma thesis deals with the properties of the reinforced concrete and with the building survey methods applied in the second part of the thesis. The second part of the diploma thesis focuses on diagnostics of existing structure. More specifically, the hardness of the concrete is tested using a Schmidt hammer and then it is further specified by testing the cores. The reinforcement in the reinforced concrete is also tested using electromagnetic indicator, ground-pene

APA, Harvard, Vancouver, ISO, and other styles

20

Skopalová, Barbora. "Stavebně technologické řešení objektu Centrum polymerních systémů Zlín." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227451.

Full text

Abstract:

This diploma thesis deals with constructive technological project of Polymer system centre in Zlín. Main aim of diploma thesis is working out on the rough construction with the point of view of material resources, financial plan and time plan. Thesis contents technical report, technological regulation for monolithic reinforced concrete frame, plan of lifting mechanization, construction site lay out, plan of controls and tests for quality, calculation and work schedule.

APA, Harvard, Vancouver, ISO, and other styles

21

Ševčík, Jan. "Polyfunkční komplex - Houbalova - stavebně technologický projekt." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-240422.

Full text

Abstract:

The subject of this thesis is the solution of building technology project poly-functional complex with a focus on execution of construction. Gross building is designed reinforced concrete skeleton combined with masonry. Technology will be developed Code for reinforced concrete monolithic frame and masonry. On the techno-logical stage it will be processed inspection and test plan and the balance of the major sources for the implementation of reinforced concrete structures 1.NP. The thesis is a proposal for construction site, which is complemented by a social facilities and offices. For an overa

APA, Harvard, Vancouver, ISO, and other styles

22

Koch, Filip. "Statická analýza konstrukce administrativní budovy." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226800.

Full text

Abstract:

Diploma thesis deals with static analysis of supporting structure of multifunctional building with an atypical floor plan shape. Thesis contains static reports of the main elements of the structure. The lower construction is made of reinforced concrete. The upper structure consists a steel frame and composite elements.

APA, Harvard, Vancouver, ISO, and other styles

23

DEL, TORO RIVERA RAUL. "Comportement des noeuds d'ossature en beton arme sous sollicitations alternees." Marne-la-vallée, ENPC, 1988. http://www.theses.fr/1988ENPCA004.

Full text

Abstract:

Etude des joints sous sollicitation sismique sur la base de trois essais sur corps d'epreuve de grande dimensionm en analysant les mecanismes des glissements constates des armatures principales dans la partie centrale du noeud, et le type de rupture a laquelle cela donne lieu; etude sur la base d'un essai de la possibilite d'utiliser un beton de fibres metalliques avec ferraillage transversal reduit

APA, Harvard, Vancouver, ISO, and other styles

24

Mašek, Petr. "Statické řešení železobetonové konstrukce." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2018. http://www.nusl.cz/ntk/nusl-371947.

Full text

Abstract:

This diploma thesis deals with study of feasibility of waterpark monolithic reinforced concrete structure with roof terrace. This structure has one underground floor, which has water park utility function and two above ground floors. On the roof is terrace with grass, mobile bar and with space to relax. Subject of this diploma thesis is the main loadbearing frame, which has span 32 m. The structure is assessed according to limit states of valid norms and also takes into account construction stages and time dependent analysis. The structure is calculated on beam and slab-plate structural models

APA, Harvard, Vancouver, ISO, and other styles

25

Sedláček, Stanislav. "Komerční dům v Brně - stavebně technologická příprava výstavby." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-240216.

Full text

Abstract:

The aim of my thesis was to perform construction and technological preparation of the construction of commercial house in Brno in the street Křídlovická. The introduction contains the expected design and construction process of the proposed building as a whole. It is also prepared a preliminary draft of the financial cost of the entire project designed according THU and object schedule. Furthermore, the implementation of the project construction site for a major part of the commercial house. Gradually work focuses mainly on the implementation of the technological stage of construction site wit

APA, Harvard, Vancouver, ISO, and other styles

26

Ciftci, Guclu Koray. "Nonlinear Analysis Of Reinforced Concrete Frame Structures." Master's thesis, METU, 2013. http://etd.lib.metu.edu.tr/upload/12615549/index.pdf.

Full text

Abstract:

Reinforced concrete frames display nonlinear behavior both due to its composite nature and the material properties of concrete itself. The yielding of the reinforcement, the non-uniform distribution of aggregates and the development of cracks under loading are the main reasons of nonlinearity. The stiffness of a frame element depends on the combination of the modulus of elasticity and the geometric properties of its section - area and the moment of inertia. In practice, the elastic modulus is assumed to be constant throughout the element and the sectional properties are assumed to remain const

APA, Harvard, Vancouver, ISO, and other styles

27

Yuan, Mengfei. "LATERAL DISPLACEMENT OF REINFORCED CONCRETE FRAME BUILDINGS." The Ohio State University, 2014. http://rave.ohiolink.edu/etdc/view?acc_num=osu1417621416.

Full text

APA, Harvard, Vancouver, ISO, and other styles

28

Santos, Elilde Medeiros dos. "Influência da alvenaria no comportamento estrutural de edifícios altos de concreto armado." Universidade Católica de Pernambuco, 2007. http://www.unicap.br/tede//tde_busca/arquivo.php?codArquivo=165.

Full text

Abstract:

Apresenta-se neste trabalho a análise numérica de um edifício de 32 pavimentos, em concreto armado, situado na cidade do Recife. Primeiramente foi realizada a modelagem pelo método dos elementos finitos apenas para a estrutura em concreto. Em seguida realizou-se a modelagem considerando o efeito dos painéis de alvenaria de vedação no comportamento estrutural do edifício, através do modelo de barras diagonais equivalentes. E, depois, a modelagem mais refinada de alguns desses painéis, submetidos ao carregamento proveniente dos pórticos. Os resultados obtidos nos processamentos dos modelos com

APA, Harvard, Vancouver, ISO, and other styles

29

Houmsi, Ahmed. "Shear strength of reinforced concrete haunched beams." Thesis, University of Strathclyde, 1991. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.241959.

Full text

APA, Harvard, Vancouver, ISO, and other styles

30

Harry, Ofonime Akpan. "Behaviour of reinforced concrete frame structure against progressive collapse." Thesis, University of Edinburgh, 2018. http://hdl.handle.net/1842/29623.

Full text

Abstract:

A structure subjected to extreme load due to explosion or human error may lead to progressive collapse. One of the direct methods specified by design guidelines for assessing progressive collapse is the Alternate Load Path method which involves removal of a structural member and analysing the structure to assess its potential of bridging over the removed member without collapse. The use of this method in assessing progressive collapse therefore requires that the vertical load resistance function of the bridging beam assembly, which for a typical laterally restrained reinforced concrete (RC) be

APA, Harvard, Vancouver, ISO, and other styles

31

Rada, Stanislav. "Wellness centrum Jinačovice, stavebně technologická příprava stavby." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226976.

Full text

Abstract:

The subject of this thesis is also dealt with construction of the second phase of the congress and wellness centre in Jinačovice. The work includes technical report, time and financial plan, project site equipment, technical regulations, inspection and test plans, implementation of technology water impermeable concrete

APA, Harvard, Vancouver, ISO, and other styles

32

Manatakos, Kyriakos 1960. "Behaviour and design of reinforced concrete core-slab-frame structures." Thesis, McGill University, 1996. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=42088.

Full text

Abstract:

This dissertation examines the response and design of reinforced concrete core-slab-frame structures subjected to monotonically increasing earthquake and gravity loads throughout the entire load range until failure, presenting findings from three separate studies by Manatakos and Mirza (1995) continuing the M. Eng. thesis research by Manatakos (1989). A typical building is selected consisting of a central core substructure composed of elevator, staircase and infilled slab cores, with coupling and lintel beams, and surrounding slabs joining to a frame substructure composed of slab-band girders,

APA, Harvard, Vancouver, ISO, and other styles

33

Manatakos, Kyriakos. "Behaviour and design of reinforced concrete core-slab-frame structures." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1997. http://www.collectionscanada.ca/obj/s4/f2/dsk2/ftp02/NQ30330.pdf.

Full text

APA, Harvard, Vancouver, ISO, and other styles

34

Han, Mengyu. "Application of Base Isolation Systems to Reinforced Concrete Frame Buildings." Thesis, Université d'Ottawa / University of Ottawa, 2017. http://hdl.handle.net/10393/35722.

Full text

Abstract:

Seismic isolation systems are widely used to protect reinforced concrete (RC) structures against the effects of strong ground motions. After a magnitude 6.6 earthquake, the outpatient building of Lushan People’s hospital in China remained in good condition due to the seismic isolation technology, while the non-isolated older outpatient building nearby experienced major damage. The building provides a good opportunity to study and assess the contribution of isolation systems to seismic performance of RC structures. In the current research project, the isolated outpatient building was modelled a

APA, Harvard, Vancouver, ISO, and other styles

35

Al, Mamun Abdullah. "Seismic Damage Assessment of Reinforced Concrete Frame Buildings in Canada." Thesis, Université d'Ottawa / University of Ottawa, 2017. http://hdl.handle.net/10393/36188.

Full text

Abstract:

The emphasis on seismic design and assessment of reinforced concrete (RC) frame structure has shifted from force-based to performance-based design and assessment to accommodate strength and ductility for required performance of building. RC frame structure may suffer different levels of damage under seismic-induced ground motions, with potentials for formation of hinges in structural elements, depending on the level of stringency in design. Thus it is required to monitor the seismic behaviour and performance of buildings, which depend on the structural system, year of construction and the leve

APA, Harvard, Vancouver, ISO, and other styles

36

Lau, Shuk-lei. "Rehabilitation of reinforced concrete beam-column joints using glass fibre reinforced polymer sheets." Click to view the E-thesis via HKUTO, 2005. http://sunzi.lib.hku.hk/hkuto/record/B32001630.

Full text

APA, Harvard, Vancouver, ISO, and other styles

37

Li, Bin. "Seismic Performance of Hybrid Fiber Reinforced Polymer-Concrete Pier Frame Systems." FIU Digital Commons, 2008. http://digitalcommons.fiu.edu/etd/195.

Full text

Abstract:

As an alternative to transverse spiral or hoop steel reinforcement, fiber reinforced polymers (FRPs) were introduced to the construction industry in the 1980's. The concept of concrete-filled FRP tube (CFFT) has raised great interest amongst researchers in the last decade. FRP tube can act as a pour form, protective jacket, and shear and flexural reinforcement for concrete. However, seismic performance of CFFT bridge substructure has not yet been fully investigated. Experimental work in this study included four two-column bent tests, several component tests and coupon tests. Four 1/6-scale bri

APA, Harvard, Vancouver, ISO, and other styles

38

Drbohlav, Martin. "Realizace rekonstrukce mostu u obce Planá." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2019. http://www.nusl.cz/ntk/nusl-392224.

Full text

Abstract:

The part of the construction project "Reconstruction of the realization of the bridge at Planá" is elaborated. These are in particular the following: technical report for the construction tech-nological project, object time schedule of the construction, study of the implementation of the main technological stages of construction, project of the building site and implementation of the reinforced concrete structures.

APA, Harvard, Vancouver, ISO, and other styles

39

Lau, Shuk-lei, and 劉淑妮. "Rehabilitation of reinforced concrete beam-column joints using glass fibre reinforced polymer sheets." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2005. http://hub.hku.hk/bib/B32001630.

Full text

APA, Harvard, Vancouver, ISO, and other styles

40

Beason, Lauren Rae. "Seismic vulnerability of older reinforced concrete frame structures in Mid-America." Thesis, Texas A&M University, 2004. http://hdl.handle.net/1969.1/370.

Full text

Abstract:

This research quantifies the seismic vulnerability of older reinforced concrete frame structures located in Mid-America. After designing a representative three-story gravity load designed reinforced concrete frame structure, a nonlinear analytical representation was used evaluate inter-story drift demands from simulated earthquake time histories that were representative for the region. Limit state story drift capacities were identified for FEMA 273 guidelines, nonlinear pushover analyses, and incremental dynamic analyses. Integrating these two quantities allowed for the creation of fragilit

APA, Harvard, Vancouver, ISO, and other styles

41

Liu, Aizhen. "Seismic assessment and retrofit of pre-1970s reinforced concrete frame structures." Thesis, University of Canterbury. Civil Engineering, 2001. http://hdl.handle.net/10092/7569.

Full text

Abstract:

The seismic assessment of an existing reinforced concrete building designed to pre-1970s codes during a major earthquake focuses on investigating the global post-elastic responses of the building. The global post-elastic response of a reinforced concrete building can be studied based on the local post-elastic behaviour of the individual structural components. In this study, simulated seismic loading tests were conducted on as-built reinforced concrete beam-column joint sub assemblages in order to obtain the information on the post-elastic behaviour of as-built reinforced concrete components.

APA, Harvard, Vancouver, ISO, and other styles

42

Bechtoula, Hakim. "Seismic performance of moderate or low rise reinforced concrete frame buildings." 京都大学 (Kyoto University), 2005. http://hdl.handle.net/2433/144873.

Full text

APA, Harvard, Vancouver, ISO, and other styles

43

Jiang, Yimin. "Torsional response of reinforced concrete frame buildings subjected to blast loading." Thesis, University of Ottawa (Canada), 2008. http://hdl.handle.net/10393/27990.

Full text

Abstract:

This study is intended to contribute to the understanding of the torsional behaviour of buildings subjected to blast loading. The scope of the investigation involves a 10-storey symmetrical reinforced concrete frame structure designed in accordance with CSA Standard A23.3 (2004), and the provisions of the National Building Code of Canada (2005). The building was analyzed under different magnitudes of explosions, triggered at different distances and location such that the building would be subjected to lateral impulsive forces causing torsion. Elastic dynamic time-history analyses were conducte

APA, Harvard, Vancouver, ISO, and other styles

44

Nečadová, Klára. "Bytový dům ve Vsetíně - stavebně technologická příprava." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2013. http://www.nusl.cz/ntk/nusl-226512.

Full text

Abstract:

I occupy with selected parts of the technological prepariation of building proces of a residential building in Vsetín in my diploma thesis. The building will be used for housing and retailing. The project is composed of eight building objects, while the main building structure is designed in detail. The subject of this thesis is the preparation of the technical report of the building, the treatise of the main technological stages, the design of the building site, the design of the main building machinery, the technology solutions including HSF and CTP, the construction budget, the time and fin

APA, Harvard, Vancouver, ISO, and other styles

45

Mahjoub-Moghaddas, Hamid. "Tensile and shear impact strength of concrete and fibre reinforced concrete." Thesis, Cardiff University, 1991. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.261439.

Full text

APA, Harvard, Vancouver, ISO, and other styles

46

黃玉平 and Yuping Huang. "Nonlinear analysis of reinforced concrete structures." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 1993. http://hub.hku.hk/bib/B31233090.

Full text

APA, Harvard, Vancouver, ISO, and other styles

47

Huang, Yuping. "Nonlinear analysis of reinforced concrete structures /." [Hong Kong] : University of Hong Kong, 1993. http://sunzi.lib.hku.hk/hkuto/record.jsp?B13458917.

Full text

APA, Harvard, Vancouver, ISO, and other styles

48

Tönseth, David, and Kristian Welchermill. "Design of Hollow Reinforced Concrete Columns in the Tubed Mega Frame : Dimensionering av ihåliga armerade betongpelare i ”Tubed Mega Frame”." Thesis, KTH, Betongbyggnad, 2014. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-151026.

Full text

Abstract:

A new concept for the structural system for tall buildings, called the “Tubed Mega Frame”, has been developed by Tyréns AB. The structure consists of several hollow reinforced concrete columns at the perimeter of the building and at certain levels, the columns are tied together with perimeter walls. Together they carry all the vertical and lateral loads. A purpose of the new concept is to eliminate the core in the center of the building which allows utilizing more floor spacing compared with other skyscrapers. This kind of structure has never been examined before and thus never been designed

APA, Harvard, Vancouver, ISO, and other styles

49

Baran, Mehmet. "Precast Concrete Panel Reinforced Infill Walls For Seismic Strengthening Of Reinforced Concrete Framed Structures." Phd thesis, METU, 2005. http://etd.lib.metu.edu.tr/upload/3/12606137/index.pdf.

Full text

Abstract:

The importance of seismic rehabilitation became evident with 1992 Erzincan Earthquake, after which a large number of reinforced concrete buildings damaged in recent earthquakes required strengthening as well as repair. In the studies related to rehabilitation, it has been realized that inadequate lateral stiffness is one of the major causes of damage in reinforced concrete buildings. Recently, economical, structurally effective and practically applicable seismic retrofitting techniques are being developed in METU Structural Mechanics Laboratory to overcome these kinds of problems. The strengt

APA, Harvard, Vancouver, ISO, and other styles

50

Ab, Kadir Mariyana Aida. "Fire resistance of earthquake damaged reinforced concrete frames." Thesis, University of Edinburgh, 2013. http://hdl.handle.net/1842/7969.

Full text

Abstract:

The topic of structural damage caused by fires following an earthquake (FFE) has been discussed extensively by many researchers for over a decade in order to bring the two fields closer together in the context of performance based structural engineering. Edinburgh University, Heriot-Watt University, Indian Institute of Technology Roorkee (IIT Roorkee) and Indian Institute of Science initiated a collaboration to study this problem under a UK-India Engineering Research Initiative (UKIERI) funded project. The first construction of a single-storey reinforced concrete frame at IIT Roorkee was compl

APA, Harvard, Vancouver, ISO, and other styles

We offer discounts on all premium plans for authors whose works are included in thematic literature selections. Contact us to get a unique promo code!