Relevant bibliographies by topics / Precast concrete frames

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  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers
  6. Reports

Academic literature on the topic 'Precast concrete frames'

Author: Grafiati
Published: 4 June 2021
Last updated: 15 February 2022

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Journal articles on the topic "Precast concrete frames"

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Park, Seon-Chee, Won-Kee Hong, Sunkuk Kim, and Xiangyu Wang. "Mathematical Model of Hybrid Precast Gravity Frames for Smart Construction and Engineering." Mathematical Problems in Engineering 2014 (2014): 1–14. http://dx.doi.org/10.1155/2014/916951.

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The structural stability, constructability, economic feasibility, environmental-friendliness, and energy efficiency of hybrid composite frame systems have been demonstrated by practical application and research. A hybrid composite frame system combines the economy of precast concrete structures with the constructability of steel frame structures, including erection speed. Novel composite frames will ultimately maximize the efficiency of structural design and facilitate construction. This paper presents hybrid precast frames, which are precast composite frames based on a simple connection between precast concrete columns and beams. The hybrid precast frames designed to resist gravity loading consist of PC columns, PC beams, and steel inserted in the precast members. Steel sections located between the precast columns were simply connected to steel inserted at each end of the precast beams. Dynamic analysis of a 15-story building designed with the proposed composite frame was performed to determine the dynamic characteristics of a building constructed of hybrid frames, including frequencies and mode shapes.
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Priestley, Nigel. "Seismic Design Philosophy for Precast Concrete Frames." Structural Engineering International 6, no. 1 (February 1996): 25–31. http://dx.doi.org/10.2749/101686696780496003.

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Hassanli, Reza, Tom Vincent, Allan Manalo, Scott T. Smith, Aliakbar Gholampour, Rebecca Gravina, and Yan Zhuge. "Connections in GFRP reinforced precast concrete frames." Composite Structures 276 (November 2021): 114540. http://dx.doi.org/10.1016/j.compstruct.2021.114540.

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Kurosawa, Ryotaro, Hiroyasu Sakata, Zhe Qu, and Takashi Suyama. "Precast prestressed concrete frames for seismically retrofitting existing RC frames." Engineering Structures 184 (April 2019): 345–54. http://dx.doi.org/10.1016/j.engstruct.2019.01.110.

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Baran, M., D. Okuyucu, M. Susoy, and T. Tankut. "Seismic strengthening of reinforced concrete frames by precast concrete panels." Magazine of Concrete Research 63, no. 5 (May 2011): 321–32. http://dx.doi.org/10.1680/macr.10.00030.

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Behnamfar, Farhad, Hadi Rafizadeh, and Mortza Omidi. "Innovative connections for precast concrete moment resisting frames." Bulletin of the New Zealand Society for Earthquake Engineering 48, no. 3 (September 30, 2015): 204–21. http://dx.doi.org/10.5459/bnzsee.48.3.204-221.

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This research work presents new details for moment connections in precast concrete structures satisfying both design and practice criteria. In this paper the results of the numerical study on the connections are presented. For the analysis, the ANSYS software is selected because of its diversity in nonlinear analysis. By calculating the monotonic load-displacement curve of each connection, the connections are evaluated for their stiffness, strength, and ductility. The compressive strength of the connection concrete is taken to be 30, 35 and 40 MPa, for each round of analysis. The results of the analysis show that the proposed connections are stiff enough to be moment resisting and to be emulating an equivalent monolithic, or basic connection. It is illustrated that the connections are stronger but somewhat less ductile than the basic connection regardless of the concrete strengths examined. Moreover, it is shown that in each precast connection while increasing the compressive strength of concrete does not affect the connection stiffness considerably, it increases the ultimate load and ductility of the connection. As a main result of this study, the suggested connection details are categorized based on their stiffness, strength, and ductility. The suggested connections can be used in moment resisting precast concrete buildings based on the desired strength and ductility.
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Ertas, Onur, Sevket Ozden, and Turan Ozturan. "Ductile Connections in Precast Concrete Moment Resisting Frames." PCI Journal 51, no. 3 (May 1, 2006): 66–76. http://dx.doi.org/10.15554/pcij.05012006.66.76.

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Hu, Ju-Yun, Won-Kee Hong, and Seon-Chee Park. "Experimental investigation of precast concrete based dry mechanical column-column joints for precast concrete frames." Structural Design of Tall and Special Buildings 26, no. 5 (October 24, 2016): e1337. http://dx.doi.org/10.1002/tal.1337.

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Nateghi Alahi, Fariborz, and Mohsen Vatandoost. "Single diagonal precast prestressed concrete bracing for strengthening existing concrete frames." International Journal of Advanced Structural Engineering 10, no. 4 (October 3, 2018): 339–47. http://dx.doi.org/10.1007/s40091-018-0201-5.

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TEEUWEN, P. A. (Paul), C. S. (Cees) KLEINMAN, H. H. (Bert) SNIJDER, and H. (Herm) HOFMEYER. "Analysis of steel frames with precast concrete infill panels." IABSE Congress Report 17, no. 18 (January 1, 2008): 216–17. http://dx.doi.org/10.2749/222137908796292362.

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Dissertations / Theses on the topic "Precast concrete frames"

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Ragupathy, Pasupathy. "Nonlinear behaviour of precast concrete frames." Thesis, City University London, 1994. http://openaccess.city.ac.uk/8380/.

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This thesis describes a new technique for studying the non-linear behaviour of reinforced concrete frames with flexible joints. The method is based on the concept of establishing an equilibrium deflected shape of a structure. The computations involve two basic levels of iteration. First, starting with an assumed nodal deformation, equilibrium deflected shapes and end forces of individual members in a structure are calculated using moment-thrust-curvature relations. The out of balance forces are computed by considering equilibrium of member forces at nodal points. In the second level of iteration based on a numerically computed nonlinear stiffness matrix, the nodal deformation are updated until the out of balance forces are negligible. The interaction of torsion with flexure has been assumed to be independent and further, the members are assumed to behave linearly in torsion. The influence of floors and cladding is ignored and only the skeleton frame is considered in the analysis. The associated computer program SWANSA based on the above method can be used as a design tool for sway and nonsway concrete frames with or without flexible joints. An interactive data entry facility allows the user to enter data by answering simple questions or by returning default values. Full scale experiments were carried out on eight column beam subframes to validate the computer program. Each subframe consisted of a two storey column with a short length of a typical mid-storey beam. Four types of connection commonly used in precast construction were selected to connect the beam to the column at mid height. Two sets of subframes were made for each connection, one each of a pair of subframes was tested for upward and downward rotations. The numerical technique is further validated with results published in literature, including experiments and the finite element method. All the comparisons show that the analysis developed in this thesis can be used to predict the behaviour of precast and other reinforced concrete frames for deflections, strains and for the ultimate loads. Finally, it is shown how a computer program based on the new numerical method can be used as an alternative method of designing rigid jointed or semi-rigid jointed precast concrete 3-dimensional frames, taking into account material and geometrical nonlinearities.
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Hashim, Nor Fazilah Mohd. "Vulnerability of precast concrete frames with semi-rigid connections." Thesis, University of Bristol, 2015. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.683736.

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The progressive collapse of a structure occurs when local failure of a primary structural component leads to the collapse of adjoining members which in turn leads to further collapse through a chain reaction. Often the total damage is disproportionate to the original cause and is associated with a low probability event. The destruction of the World Trade Centre in 200 I due to aircraft impact is an example. Several studies on progressive collapse, mainly of steel structures, have resulted in changes to analysis and design guidelines. In precast concrete structures, connections play an important part in ensuring the safety of the whole structure. Current design practice is to assume these as pinned or rigid but this cannot be relied upon for safety against progressive collapse. The aim of this thesis is to examine the vulnerability of the behaviour of concrete frames with semi-rigid connections. The numerical responses of precast concrete frames with billet connections were studied. The connection was modelled by zero-length spring elements with rotational stiffness values at the ends of beams. These values were obtained from moment-rotation (M-θ ) relationships. A 3-dimensional finite element model was built and used to develop M-θ ) relationship of precast billet connection. Results demonstrate that rotational stiffness of billet connection (23138kNm/rad) leads to a fixity factor of 0.4 which is significantly different from the current practice of pinned connection. A 5-storey concrete building with different types of connection was analysed for the progression of damage after an accidental action. Linear static and nonlinear dynamic analyses associated with alternative load path method were performed. The collapse potential was assessed through demand capacity ratio, maximum deflection, ductility and rotation demand. Analyses show that precast frame with semi-rigid connections has higher potential than rigid connection, when one internal load-bearing element is damaged. Several parametric studies were conducted to investigate the sensitivity of progressive collapse. Results show that number of floors, location of column failure, connection flexibility and duration of column removal do affect the collapse potential results. Of these, the location of column failure is the most significant and the duration of column failure the least. In addition, the dynamic impact factor for the frame with semi-rigid connections were found to be 35% less than the usual guideline of 2. Finally, a new global damage index is proposed to estimate damage as a function of column location, fixity factor and local damage measure. A good relationship was found between the index, connection rigidity and damage.
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Susoy, Melih. "Seismic Strengthening Of Masonry Infilled Reinforced Concrete Frames With Precast Concrete Panels." Master's thesis, METU, 2004. http://etd.lib.metu.edu.tr/upload/12605563/index.pdf.

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Over 90% of the land area of Turkey lies over one of the most active seismic zones in the world. Hazardous earthquakes frequently occur and cause heavy damage to the economy of the country as well as human lives. Unfortunately, the majority of buildings in Turkey do not have enough seismic resistance capacity. The most commonly observed problems are faulty system configuration, insufficient lateral stiffness, improper detailing, poor material quality and mistakes during construction. Strengthening of R/C framed structures by using cast-in-place R/C infills leads to a huge construction work and is time consuming. On the other hand, using prefabricated panel infills can be preferred as a more feasible, rapid and easy technique during which the structure can remain operational. The aim of this experimental study is to observe the seismic behavior of R/C frames strengthened by precast concrete panel infills by testing different types of panel and connection designs in eight single-story single-bay reinforced concrete frame specimens.
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Amaris, Mesa Alejandro Dario. "Developments of Advanced Solutions for Seismic Resisting Precast Concrete Frames." Thesis, University of Canterbury. Department of Civil and Natural resources, 2010. http://hdl.handle.net/10092/4979.

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Major advances have been observed during the last two decades in the field of seismic engineering with further refinements of performance-based seismic design philosophies and the subsequent definition of corresponding compliance criteria. Following the globally recognized expectation and ideal aim to provide a modern society with high (seismic) performance structures able to sustain a design level earthquake with limited or negligible damage, alternative solutions have been developed for high-performance, seismic resisting systems. In the last two decades, an alternative approach in seismic design has been introduced for precast concrete buildings in seismic regions with the introduction of “dry” jointed ductile systems also called “hybrid” systems based on unbonded post-tensioned rocking connections. As a result structural systems with high seismic performance capabilities can be implemented, with the unique capability to undergo inelastic displacement similar to their traditional monolithic counterparts, while limiting the damage to the structural system and assuring full re-centring capabilities (negligible residual or permanent deformations). The continuous and rapid development of jointed ductile connections for seismic resisting systems has resulted in the validation of a wide range of alternative arrangements, encompassed under the general umbrella of “hybrid” systems. This research provides a comprehensive experimental and analytical investigations of 2- and 3-Dimensional, 2/3 scaled, exterior beam-column joints subjected both uni and bi-directional (four clove) quasic-static loading protocols into the behaviour, modelling, design and feasibility of new arrangements for “dry” jointed ductile systems for use in regions of high seismicity. In order to further emphasize the enhanced performance of these systems, a comparison with the experimental response and observed damage of 2-D and 3-D monolithic beam-column benchmark specimens is presented. However, after a lot of attention given to the behaviour of the skeleton structure, more recently the focus of research in Earthquake Engineering has concentrated on the behaviour of the floor system within the overall 3D behaviour of the building and the effects of beam elongation. The effects of beam elongation in precast frame systems have been demonstrated to be a potential source of un-expected damage, unless adequate detailing is provided in order to account for displacement incompatibilities between the lateral resisting systems and the floor. Two contributions to beam elongation are typically recognized: a) the material contribution due to the cumulative residual strain within the steel, and b) the geometrical contribution due to the presence of a neutral axis and actual depth of the beam. Regarding jointed ductile connections with re-centering characteristics, the extent of beam elongation is significantly reduced, being limited to solely the geometrical contribution. Furthermore, such effects could be minimized when a reduced depth of the beam is adopted due to the use of internal prestressing or external post-tensioning. However, damage to precast floor systems, resulting from a geometric elongation of the beam, has yet to be addressed in detail. In order to emphasize the enhanced performance in controlling and minimizing the damage of the structural elements via the use of the proposed advanced hybrid solutions, this research presents via experimental and analytical validation of two alternative and innovative solutions to reduce the damage to the floor using 2 and 3-Dimensional, 2/3 scaled, exterior beam-column joints. The first approach consists of using standard precast rocking/dissipative frame connections (herein referred to as “gapping”) in combination with an articulated or “jointed” floor. This system uses mechanical devices to connect the floor and the lateral beams which can accommodate the displacement incompatibilities in the connection. The second approach to reduce the floor damage investigates the implementation of a “non-gapping” connection, also called non-tearing-floor connection, using a top hinge at the beam-column interface, while still relying on more traditional floor-to-frame connections (i.e. topping and continuous starter bars). Additionally, further refinements and constructability issues for the non gapping connection are investigated under the experimental and analytical validation of a major 2-Dimensional, 2/3 scaled, two-story one-bay frame using non-tearing floor connections. Based on the non-tearing floor connections, a series of parametric analysis for beam-column joints and frames are carried out. Furthermore, the analysis and design of two prototype frames using different solutions is presented. The frames are subjected to cyclic adaptive pushover and inelastic time history analysis in order to investigate analytically the response characteristics of hybrid frames using non-tearing connections, as well as how the beam growth affects the frame response under earthquake loading. Computational models for hybrid PRESSS frames and a conventional reinforced concrete frames are developed and compared with the ones using non-tearing connections.
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Mohamed, Sherif Ali Mohtady. "Behaviour of sleeved bolt connections in precast concrete building frames." Thesis, University of Southampton, 1992. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.315403.

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Maruri, Rodolfo Felipe. "Iterative computer analysis of post-tensioned concrete beams and frames." Thesis, Georgia Institute of Technology, 1990. http://hdl.handle.net/1853/19510.

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Kim, Jubum. "Behavior of hybrid frames under seismic loading /." Thesis, Connect to this title online; UW restricted, 2002. http://hdl.handle.net/1773/10121.

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Sha'lan, Ahmad Abdulkareem Saker. "Seismic performance of self-centering frames composed of precast post-tensioned concrete encased in FRP tubes." Pullman, Wash. : Washington State University, 2009. http://www.dissertations.wsu.edu/Thesis/Fall2009/a_shalan_120709.pdf.

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Thesis (M.S. in civil engineering)--Washington State University, December 2009.
Title from PDF title page (viewed on Feb. 4, 2010). "Department of Civil Engineering." Includes bibliographical references (p. 134-135).
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Guo, Mingchao. "Finite element analysis of confined concrete in building frame components and joints." Thesis, University of Southampton, 1998. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.264396.

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Solomons, Wesley John. "Investigating the impact of site activities and conditions on concrete quality of in-situ and precast construction methods." Thesis, Stellenbosch : Stellenbosch University, 2014. http://hdl.handle.net/10019.1/95942.

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Thesis (MEng)--Stellenbosch University, 2014.
ENGLISH ABSTRACT: Construction of structural concrete frames may take place by using either cast in-situ or precast methods. With the cast in-situ method, these elements are constructed on the construction site as needed. Precast construction on the other hand is more resembles a line. The elements are constructed in a precast yard in a systematic fashion and once completed, they are taken to the construction site where they are to be erected. This study identifies the aspects and attributes which influence the quality of concrete during the construction phase of these two construction methods. The study is independent from the conceptual or design phase. Information regarding these aspects and attributes were obtained from literature and from contractors in industry through interviews and site visits. The literature review also focuses on quality management techniques and factors that influence quality in the construction environment. The information obtained from the site visits and literature was used to design a survey which was sent out to a number of respondents. A comparison between in-situ and precast construction was made based on the results of the survey. The synthesis of the research findings can be used by project teams to help them decide on the choice between in-situ and precast construction. It was found that precast construction is better for durability, and fitness for purpose is less complex for the in-situ solution. Recommendations for future studies are provided at the end of the document.
AFRIKAANSE OPSOMMING: Konstruksie van beton struktuurrame kan plaasvind deur die gebruik van in-situ of voorafvervaardigde metodes. Met die in-situ metode, word hierdie elemente op die terrein gebou soos benodig. Tydens voorafvervaardigde konstruksie aan die ander kant is die konstruksie soortgelyk aan 'n produksielyn. Die elemente word gegiet in 'n voorafvervaardingsterrein in 'n sistematiese wyse, en sodra dit voltooi is, word dit na die konstruksie terrein geneem waar dit opgerig word. Hierdie studie identifiseer die aspekte en eienskappe wat 'n invloed op die kwaliteit van beton het tydens die konstruksiefase van hierdie twee konstruksie metodes. Die studie is onafhanklike van die konseptuele of ontwerp fases. Inligting rakende hierdie aspekte en eienskappe is verkry uit die literatuur en van kontrakteurs in die bedryf deur middel van onderhoude en besoeke. Die literatuur fokus ook op die gehalte, bestuurs-tegnieke en faktore van gehalte in die bou-omgewing. Die inligting is verkry deur ‘n vraelys wat aan 'n aantal respondente gestuur is. 'n Vergelyking tussen in-situ en voorafvervaardigde konstruksie is vervolgens gemaak op grond van die resultate van die opname. Die sintese van die bevindinge kan gebruik word deur projek spanne om hulle te help besluit oor die keuse tussen in-situ en voorafvervaardigde konstruksie. Die resultate dui daarop dat voorafvervaardigde konstruksie beter is vir duursaamheid, maar passing op terrein is minder kompleks vir die in-situ oplossing. Aanbevelings vir toekomstige ondersoeke word aan die einde van die studie gemaak.
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Books on the topic "Precast concrete frames"

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Restrepo, J. I. Seismic behaviour of connections between precast concrete elements. Christchurch, N.Z: University of Canterbury, Dept. of Civil Engineering, 1993.

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Multi-storey precast concrete framed structures. Oxford [England]: Blackwell Science, 1996.

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Elliott, Kim S., and Colin K. Jolly, eds. Multi-storey Precast Concrete Framed Structures. Oxford, UK: John Wiley & Sons, Ltd, 2013. http://dx.doi.org/10.1002/9781118587379.

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Limited, Trent Concrete Structures, ed. Trent T6 precast concrete structural frames. Nottingham: Trent Concrete Structures Ltd, 1990.

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Precast Concrete Frame Buildings. British Cement Association, 1992.

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Elliott, Kim S., and Colin Jolly. Multi-Storey Precast Concrete Framed Structures. Wiley & Sons, Incorporated, John, 2013.

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Barnes, M. M. Farm Note: Precast Concrete Framed Buildings. British Cement Association, 1986.

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Multi-Storey Precast Concrete Framed Structures. Blackwell Science, 2000.

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Multi-Storey Precast Concrete Framed Structures. 2nd ed. Blackwell Publishing, Incorporated, 2008.

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Book chapters on the topic "Precast concrete frames"

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Maya, L. F., and L. Albajar. "Beam-Column Connections for Precast Concrete Frames Using High Performance Fiber Reinforced Cement Composites." In High Performance Fiber Reinforced Cement Composites 6, 347–54. Dordrecht: Springer Netherlands, 2012. http://dx.doi.org/10.1007/978-94-007-2436-5_42.

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da Fonseca, T. de C. C. S., S. F. de Almeida, and J. B. de Hanai. "Beam-to-Column Connection of a Precast Concrete Frame Strengthened by NSM CFRP Strips." In Advances in FRP Composites in Civil Engineering, 858–61. Berlin, Heidelberg: Springer Berlin Heidelberg, 2011. http://dx.doi.org/10.1007/978-3-642-17487-2_189.

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Warnes, Cloyd E. "Design and construction features of a 37-story precast reinforced concrete moment frame building in Tokyo." In Earthquake Engineering, edited by Shamim A. Sheikh and S. M. Uzumeri, 567–74. Toronto: University of Toronto Press, 1991. http://dx.doi.org/10.3138/9781487583217-072.

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"Design of Precast Floors Used in Precast Frames." In Multi-storey Precast Concrete Framed Structures, 245–334. Oxford, UK: John Wiley & Sons, Ltd, 2014. http://dx.doi.org/10.1002/9781118587379.ch5.

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Hong, Won-Kee. "Precast steel-concrete hybrid composite structural frames with monolithic joints." In Hybrid Composite Precast Systems, 347–426. Elsevier, 2020. http://dx.doi.org/10.1016/b978-0-08-102721-9.00009-1.

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Hong, Won-Kee. "Experimental investigation of the precast concrete and the precast steel-concrete hybrid composite frames having novel mechanical joints." In Hybrid Composite Precast Systems, 15–88. Elsevier, 2020. http://dx.doi.org/10.1016/b978-0-08-102721-9.00002-9.

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Hashim, Nor, and Jitendra Agarwal. "Progressive collapse analysis of precast concrete frames with semi-rigid connections." In Safety, Reliability, Risk and Life-Cycle Performance of Structures and Infrastructures, 5033–39. CRC Press, 2014. http://dx.doi.org/10.1201/b16387-730.

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Hoenderkamp, J. C. D., H. Hofmeyer, and H. H. Snijder. "EXPERIMENTAL INVESTIGATION OF THE SHEAR RESISTANCE OF STEEL FRAMES WITH PRECAST CONCRETE INFILL PANELS." In Volume 6 Number 3, 817–30. The Hong Kong Institute of Steel Construction, 2010. http://dx.doi.org/10.18057/ijasc.2010.6.3.1.

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"Precast frame analysis." In Precast Concrete Structures, 23–58. CRC Press, 2002. http://dx.doi.org/10.1201/9780080514628-3.

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"Precast frame analysis." In Precast Concrete Structures, 65–124. Taylor & Francis Group, 6000 Broken Sound Parkway NW, Suite 300, Boca Raton, FL 33487-2742: CRC Press, 2016. http://dx.doi.org/10.1201/9781315370705-4.

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Conference papers on the topic "Precast concrete frames"

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Main, Joseph A., Yihai Bao, H. S. Lew, and Fahim Sadek. "Robustness of Precast Concrete Frames: Experimental and Computational Studies." In Structures Congress 2014. Reston, VA: American Society of Civil Engineers, 2014. http://dx.doi.org/10.1061/9780784413357.194.

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Zhang, Xuan, Yun Zou, Jie Kong, Tuan-Wei Bi, and Tao-Gan Zhao. "Numerical analysis on seismic behavior of precast concrete frames." In 2015 International Conference on Mechanics and Mechatronics (ICMM2015). WORLD SCIENTIFIC, 2015. http://dx.doi.org/10.1142/9789814699143_0143.

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Xue Weichen, Zhang Bin, and Liu Zhenyong. "Investigation on smart repairment of seismic-damaged precast concrete frames." In 2011 International Conference on Electric Technology and Civil Engineering (ICETCE). IEEE, 2011. http://dx.doi.org/10.1109/icetce.2011.5774631.

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Peng, Brian H. H., Richard Fenwick, Rajesh Dhakal, and Athol Carr. "Seismic Performance of Reinforced Concrete Frames with Precast-Prestressed Flooring System." In Structures Congress 2009. Reston, VA: American Society of Civil Engineers, 2009. http://dx.doi.org/10.1061/41031(341)312.

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OSMAN, ASHRAF, and MOHAMED G. KHERD. "LATERAL BEHAVIOUR OF STEEL FRAMES WITH PRECAST REINFORCED CONCRETE EXTERIOR INFILL PANELS." In ERES 2019. Southampton UK: WIT Press, 2019. http://dx.doi.org/10.2495/eres190021.

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Hansapinyo, Chayanon. "Exterior Cast-In-Place and Welded Precast Concrete Frames Under Cyclic Loading." In Research, Development and Practice in Structural Engineering and Construction. Singapore: Research Publishing Services, 2012. http://dx.doi.org/10.3850/978-981-08-7920-4_aae-6-0234.

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Baird, Andrew, Riccardo Diaferia, Alessandro Palermo, and Stefano Pampanin. "Parametric Investigation of Seismic Interaction between Precast Concrete Cladding Systems and Moment Resisting Frames." In Structures Congress 2011. Reston, VA: American Society of Civil Engineers, 2011. http://dx.doi.org/10.1061/41171(401)114.

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Hoenderkamp, J. C. D., H. H. Snijder, and H. Hofmeyer. "Composite Action of Steel Frames and Precast Concrete Infill Panels with Corner Connections — Part 1: Experiments." In 10th International Conference on Advances in Steel Concrete Composite and Hybrid Structures. Singapore: Research Publishing Services, 2012. http://dx.doi.org/10.3850/978-981-07-2615-7_289.

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H. Cho, Joo. "Out-of-Plane Earthquake Load on Slender Precast Concrete Wall Panels Connected to Steel Frames." In Research, Development and Practice in Structural Engineering and Construction. Singapore: Research Publishing Services, 2012. http://dx.doi.org/10.3850/978-981-08-7920-4_st-13-0062.

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Hoenderkamp, J. C. D., H. H. Snijder, and H. Hofmeyer. "Composite Action of Steel Frames and Precast Concrete Infill Panels with Corner Connections — Part 2: Finite Element Analysis." In 10th International Conference on Advances in Steel Concrete Composite and Hybrid Structures. Singapore: Research Publishing Services, 2012. http://dx.doi.org/10.3850/978-981-07-2615-7_290.

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Reports on the topic "Precast concrete frames"

1

Abrams, Daniel, Brian Bell, Nick Hyatt, and Sharon Wood. PRESSS Dynamic Response of Precast Concrete Frames. Precast/Prestressed Concrete Institute, 1997. http://dx.doi.org/10.15554/pci.rr.seis-020.

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Vernu, Sivakkolundu, and Sri Sritharan. "Section, Member and System Level Analyses for Precast Concrete Hybrid Frames". Precast/Prestressed Concrete Institute, 2004. http://dx.doi.org/10.15554/pci.rr.seis-007.

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Main, Joseph A., Yihai Bao, Hai Lew, Fahim H. Sadek, Vincent P. Chiarito, and Stephen D. Robert. An Experimental and Computational Study of Precast Concrete Moment Frames under a Column Removal Scenario. National Institute of Standards and Technology, September 2015. http://dx.doi.org/10.6028/nist.tn.1886.

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4

Morgan, Brian G., and Yahya C. Kurama. "Friction-Damped Unbonded Post-Tensioned Precast Concrete Moment Frame Structures for Seismic Regions". Precast/Prestressed Concrete Institute, 2007. http://dx.doi.org/10.15554/pci.rr.seis-005.

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Celik, Onur, and Sri Sritharan. "An Evaluation of Seismic Design Guidelines Proposed for Precast Concrete Hybrid Frame Systems". Precast/Prestressed Concrete Institute, 2004. http://dx.doi.org/10.15554/pci.rr.seis-010.

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You might also be interested in the extended bibliographies on the topic 'Precast concrete frames' for particular source types:
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