Relevant bibliographies by topics / Concrete frame buildings

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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 'Concrete frame buildings'

Author: Grafiati
Published: 26 July 2024
Last updated: 31 July 2025

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Journal articles on the topic "Concrete frame buildings"

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Gaidar, A. M., O. P. Martysh, O. O. Martysh, and A. O. Rugenskii. "INVESTIGATION OF THE DYNAMIC CHARACTERISTICS OF A MULTI-STORY BUILDING WITH A POLYMER CONCRETE FRAME." Ukrainian Journal of Civil Engineering and Architecture, no. 4 (016) (October 8, 2023): 56–62. http://dx.doi.org/10.30838/j.bpsacea.2312.290823.56.970.

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Formulation of the problem. An urgent problem in construction is the development and introduction of new types of structural materials with improved characteristics: high strength, resistance to aggressive environments, frost resistance, etc. One of these materials is polymer concrete. Polymer concretes can be effectively used in modern construction in the manufacture of monolithic elements of structures, such as wall panels, slabs, columns of frame buildings. The purpose of the work is to study the dynamic characteristics of a multi-story building with a polymer concrete frame under the actio
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Malyshkin, Aleksandr P., Andrei V. Esipov, and Mixail A. Esipov. "INCREASING THE RELIABILITY OF REINFORCED CONCRETE FRAMES OF MULTISTOREY BUILDINGS." Architecture, Construction, Transport, no. 2(108) (2024): 42–55. http://dx.doi.org/10.31660/2782-232x-2024-2-42-55.

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The aim of the numerical research was to develop a method to improve the reliability of multistorey buildings with monolithic reinforced concrete frames. The method was based on the analysis of the total area of possible slab destruction due to emergencies and failure of individual building elements located in different places in the plan and in height. To analyze the reliability of spatial reinforced concrete frames according to the principle of single failure of a separate load-bearing structure, we introduced the concept of failure area coefficient. It allowed us to estimate the failure eff
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Marinković, Marko, Santiago Calvinisti, and Christoph Butenweg. "Numerical analysis of reinforced concrete frame buildings with decoupled infill walls." Gradjevinski materijali i konstrukcije 63, no. 4 (2020): 13–48. http://dx.doi.org/10.5937/grmk2004013m.

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Reinforced concrete (RC) buildings with masonry infill walls are widely used in many countries all over the world. Although infills are considered as non-structural elements, they significantly change dynamic characteristics of RC frame structures during earthquake excitation. Recently, significant effort was spent on studying decoupled infills, which are isolated from the surrounding frame usually by adding a gap between frame and infill. In this case, the frame deformation does not activate infill wall, thus infills are not influencing the behaviour of the frame. This paper presents the resu
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Chandra, Jimmy, Lokito V.N., and Tambuna J.A. "Seismic Performance of Precast Concrete Special Moment Frames with Hybrid Connection System in Five and Ten Story Buildings." Civil Engineering Dimension 25, no. 2 (2023): 85–95. http://dx.doi.org/10.9744/ced.25.2.85-95.

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Precast concrete has been widely implemented in various construction projects due to shorter construction duration and consistent quality. In a previous study, Solberg et al. (2008) conducted an experiment on hybrid beam-column connections with Damage Avoidance Design concept to improve the seismic performance of precast concrete special moment frames. The objective of this study is to further evaluate the seismic performance of precast concrete special moment frames with the hybrid beam-column connections in five and ten story buildings. The evaluation was done through non-linear dynamic time
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Humar, Jag Mohan, David Lau, and Jean-Robert Pierre. "Performance of buildings during the 2001 Bhuj earthquake." Canadian Journal of Civil Engineering 28, no. 6 (2001): 979–91. http://dx.doi.org/10.1139/l01-070.

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The performance of buildings during the January 26, 2001, earthquake in the Kachchh region of the province of Gujarat in India is discussed. A majority of the buildings in the earthquake region were either of load-bearing masonry or reinforced concrete framed structure. Most of the masonry buildings were built with random or coursed stone walls without any reinforcement and heavy clay tile roofing supported on wooden logs. A large number of such buildings collapsed leading to widespread destruction and loss of life. Many reinforced concrete frame buildings had infill masonry walls except in th
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Oladazimi, Amir, Saeed Mansour, and Seyed Abbas Hosseinijou. "Comparative Life Cycle Assessment of Steel and Concrete Construction Frames: A Case Study of Two Residential Buildings in Iran." Buildings 10, no. 3 (2020): 54. http://dx.doi.org/10.3390/buildings10030054.

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Given the fact that during the recent years the majority of buildings in Iran have been constructed either on steel or concrete frames, it is essential to investigate the environmental impacts of materials used in such constructions. For this purpose, two multi-story residential buildings in Tehran with a similar function have been considered in this study. One building was constructed with a steel frame and the other was constructed with a concrete frame. Using the life cycle assessment tool, a complete analysis of all the stages of a building’s life cycle from raw material acquisition to dem
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Kolchunov, Vitaly I., and Olesya B. Bushova. "Deformation of reinforced concrete frames of multi-storey buildings in extreme conditions under special influences." Structural Mechanics of Engineering Constructions and Buildings 18, no. 4 (2022): 297–306. http://dx.doi.org/10.22363/1815-5235-2022-18-4-297-306.

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In order to increase plasticity during destruction along inclined sections and to protect against progressive collapse of reinforced concrete frames of multi-storey buildings, a variant of cross reinforcement of crossbars in such frames is proposed. The results of a numerical study of the reinforced concrete frame of a multi-storey building with a special impact in the form of an extraordinary hypothetical removal from the work of one of the columns are presented. The modeling of the deformation of the frame is carried out in three versions: the frame of the entire building in the rod setting,
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Gorst, Nick. "Design of precast concrete floors in steel-framed buildings. Part 1: Slab design." Structural Engineer 96, no. 4 (2018): 24–28. http://dx.doi.org/10.56330/zinf6501.

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In the UK, steel-framed buildings with precast concrete floors are a common form of multistorey building. Such structures may be used for car parking, for commercial, retail or residential property developments, and for public buildings, such as schools and hospitals. This hybrid form of construction has many benefits, including the provision of an early, secure and broad platform from which subsequent site activities can be undertaken. This article is the first in a series of three addressing aspects of designing steel-framed buildings with precast concrete floors. The first article describes
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Mo, Y. L., and S. F. Perng. "Behavior of Framed Shearwalls Made of Corrugated Steel under Lateral Load Reversals." Advances in Structural Engineering 3, no. 3 (2000): 255–62. http://dx.doi.org/10.1260/1369433001502184.

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Reinforced concrete buildings with shearwalls are very efficient to resist earthquake disturbances. In general, reinforced concrete frames are governed by flexure and low-rise shearwalls are governed by shear. If a structure includes both frames and shearwalls, it is generally governed by shearwalls. However, the ductility of ordinary reinforced concrete framed shearwalls is very limited. The experiments on framed shearwalls made of corrugated steel was recently reported. It was found that the ductility of framed shearwalls can be greatly improved if the thickness of the corrugated steel wall
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TAN, K. H., and T. BALENDRA. "RETROFIT OF EXISTING BUILDINGS FOR EARTHQUAKE RESISTANCE." Journal of Earthquake and Tsunami 01, no. 02 (2007): 161–69. http://dx.doi.org/10.1142/s1793431107000110.

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Buildings sited on soft soils are sometimes subjected to tremors due to earthquakes occurring some 400 to 700 kilometers away as a result of the amplifying effect of soft soils on low-frequency, long-distance waves. This study focuses on the seismic vulnerability of existing reinforced concrete (RC) buildings in Singapore that are designed primarily for gravity loads, and examines the use of externally bonded glass fiber-reinforced polymer (FRP) systems in retrofitting these buildings to resist lateral forces due to seismic action. Two case studies were considered: (1) a four-story frame build
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Dissertations / Theses on the topic "Concrete frame buildings"

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

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Grönvall, Stina, Matilda Lundquist, and Bergli Clara Pedersen. "Embodied carbon for residential buildings : A life cycle assessment for concrete and wooden framed buildings." Thesis, Uppsala universitet, Institutionen för teknikvetenskaper, 2014. http://urn.kb.se/resolve?urn=urn:nbn:se:uu:diva-225557.

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The consulting firm Atkins has developed a tool to help constructers plan urban areas but the tool is lacking data about embodied carbon in Sweden. The embodied carbon is the total carbon dioxide equivalents that are emitted from the material used in constructing a residential building as well as the energy used at the construction site and during demolition. In this thesis, the embodied carbon for a concrete framed building and a wooden framed building is calculated and presented. The mapping of embodied carbon for the two different framed buildings is done with a life cycle assessment perspe
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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.

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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
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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.

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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
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Lidholm, Maria, Camilla Odelbrink, and Josefin Sandwall. "Exergy Analysis of two Residential Buildings with Wooden and Concrete Frame." Thesis, Uppsala universitet, Institutionen för teknikvetenskaper, 2012. http://urn.kb.se/resolve?urn=urn:nbn:se:uu:diva-179496.

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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.

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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
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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.

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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.

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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.

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Huang, Kai. "Continuum MDOF model for seismic analysis of wall-frame structures /." View abstract or full-text, 2009. http://library.ust.hk/cgi/db/thesis.pl?CIVL%202009%20HUANG.

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Books on the topic "Concrete frame buildings"

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Sullivan, Timothy J. Seismic design of frame-wall structures. IUSS Press, 2006.

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Association, British Cement, and Reinforced Concrete Council, eds. Economic concrete frame elements: A pre-scheme design handbook for the rapid sizing and selection of reinforced concrete frame elements in multi-storey buildings. BCA, 1997.

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Leonovich, Sergey, Nikolay Chernoivan, Viktor Tur, and Dmitriy Litvinovskiy. Technology of reconstruction of buildings and structures. INFRA-M Academic Publishing LLC., 2022. http://dx.doi.org/10.12737/1867636.

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The monograph provides the basics of technology for the production of general construction and finishing works performed during the reconstruction of existing industrial and civil facilities: strengthening and restoration of exploited structures, as well as the construction of new buildings and structures designed at the reconstructed facility.
 The issues of conducting field surveys of operated buildings and structures in order to prepare a conclusion on the technical condition of load-bearing and enclosing structures are considered.
 The main design solutions and technology of work
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Alekseenko, Vasiliy, and Oksana Zhilenko. Design, construction and operation of buildings in seismic areas. INFRA-M Academic Publishing LLC., 2020. http://dx.doi.org/10.12737/1000210.

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The main purpose of the textbook is to acquaint students and engineers with the principles of design and construction of buildings and structures in seismic areas.
 The tutorial sets out the basic principles of design and construction of frame, large-panel buildings, buildings with load-bearing walls made of small-piece stones and large blocks, buildings made of local materials, frameless buildings made of monolithic reinforced concrete. The design requirements for buildings in earthquake-prone areas are described, and the main requirements for the production of works and implementation o
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Establishment, Building Research, ed. Innovation in concrete frame construction, 1995-2015. BRE, 2005.

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David, Anderson, and European Commission, eds. COST C1: Composite steel-concrete joints in braced frames for buildings. European Commission, 1997.

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

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Moehle, Jack P. Review of seismic research results on existing buildings: Product 3.1 of the Proposition 122 Seismic Retrofit Practices Improvement Program. California Seismic Safety Commission, 1994.

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béton, Comité euro-international du, ed. RC frames under earthquake loading: State of the art report. T. Telford, 1996.

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Goodchild, C. H. (Charles H.), Concrete Centre (Great Britain), and British Cement Association, eds. Concise Eurocode 2: For the design of in-situ concrete framed buildings to BS EN 1992-1-1: 2004 and its UK National Annex: 2005. Concrete Centre, 2006.

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Book chapters on the topic "Concrete frame buildings"

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Sarkar, Pradip, and Nikhil P. Zade. "Effect of Lightweight Masonry on Life Cycle Energy: A Case Study of Residential Buildings in India." In Lecture Notes in Civil Engineering. Springer Nature Switzerland, 2025. https://doi.org/10.1007/978-3-031-69626-8_40.

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AbstractThe imperative shift toward sustainable construction practices drives the exploration of alternative building materials, among which autoclaved aerated concrete (AAC) is emerging as a promising option. This research focuses on assessing embodied energy throughout the life cycle of residential buildings using a comprehensive life cycle assessment (LCA) methodology. The study specifically investigates AAC masonry as an infill material in reinforced concrete (RC) frame structures, highlighting its eco-friendly attributes.The present study conducts a detailed comparative analysis between R
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Koutromanos, Ioannis, and P. Benson Shing. "Numerical Modeling of Masonry Infilled Reinforced Concrete Frame Buildings." In Encyclopedia of Earthquake Engineering. Springer Berlin Heidelberg, 2013. http://dx.doi.org/10.1007/978-3-642-36197-5_123-1.

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Koutromanos, Ioannis, and P. Benson Shing. "Numerical Modeling of Masonry Infilled Reinforced Concrete Frame Buildings." In Encyclopedia of Earthquake Engineering. Springer Berlin Heidelberg, 2015. http://dx.doi.org/10.1007/978-3-642-35344-4_123.

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Ksenofontova, T. K. "Progressive Destruction of Frame Buildings Made of Monolithic Reinforced Concrete." In Lecture Notes in Civil Engineering. Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-54652-6_11.

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Athanatopoulou, Asimina M., Grigorios E. Manoukas, and Amfilohios Throumoulopoulos. "Parametric Study of Inelastic Seismic Response of Reinforced Concrete Frame Buildings." In Seismic Behaviour and Design of Irregular and Complex Civil Structures II. Springer International Publishing, 2016. http://dx.doi.org/10.1007/978-3-319-14246-3_15.

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Fardis, Michael N., Antonis Schetakis, and Elias Strepelias. "Seismic Rehabilitation of Concrete Buildings by Converting Frame Bays into RC Walls." In Seismic Evaluation and Rehabilitation of Structures. Springer International Publishing, 2013. http://dx.doi.org/10.1007/978-3-319-00458-7_15.

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Lurcock, D. E. J., D. J. Thompson, and O. G. Bewes. "Attenuation of Railway Noise and Vibration in Two Concrete Frame Multi-storey Buildings." In Notes on Numerical Fluid Mechanics and Multidisciplinary Design. Springer Berlin Heidelberg, 2015. http://dx.doi.org/10.1007/978-3-662-44832-8_35.

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Bilyk, Artem, Roman Kurashev, Bassam Burgan, and Anna Khmelnitska. "First Ukrainian Cost Study Experience of Commercial Multistory Buildings with Concrete and Steel Frame." In Design, Fabrication and Economy of Metal Structures. Springer Berlin Heidelberg, 2013. http://dx.doi.org/10.1007/978-3-642-36691-8_77.

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Zhu, T. J., W. K. Tso, and A. C. Heidebrecht. "Seismic performance of high-rise reinforced concrete frame buildings located in different seismic regions." In Earthquake Engineering, edited by Shamim A. Sheikh and S. M. Uzumeri. University of Toronto Press, 1991. http://dx.doi.org/10.3138/9781487583217-070.

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Žuvelek, Vlaho, Ivan Ćurković, Ivan Lukačević, and Andrea Rajić. "Numerical Investigation of Double-Skin Cold-Formed Steel Shear Wall Filled with Concrete." In Lecture Notes in Civil Engineering. Springer Nature Switzerland, 2024. http://dx.doi.org/10.1007/978-3-031-57800-7_9.

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AbstractSteel and composite shear wall systems are used for vertical stabilisation of buildings and have been widely investigated in recent decades. Such systems provide excellent shear strength and ductility while allowing material savings due to optimal material usage and an increase in construction speed. A double-skin cold-formed steel shear wall filled with concrete is an innovative composite shear wall that is composed of cold-formed corrugated steel sheets and intermediate fasteners filled with concrete which is in turn bounded by a steel frame. Steel sheets are connected onto a concret
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Conference papers on the topic "Concrete frame buildings"

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Bleicher, Achim, Tim Höltke, and Johannes Manfrecola. "Hybrid structures for tall buildings with hardwood LVL and concrete." In IABSE Symposium, Tokyo 2025: Environmentally Friendly Technologies and Structures: Focusing on Sustainable Approaches. International Association for Bridge and Structural Engineering (IABSE), 2025. https://doi.org/10.2749/tokyo.2025.1927.

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<p>New fire design approaches enable innovative load-bearing and bracing concepts for tall buildings made of timber. As a renewable building material, timber in combination with concrete is currently setting new heights and at the same time offers a high CO2 saving potential. Usually, timber- concrete composite structures are mainly used in the floor slabs to ensure sound insulation and fire protection. This paper presents a newly developed beam-to-column joint for timber-concrete composite frames, which has been studied in terms of its ability to transfer bending moments, normal and she
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del Carlo, Federica, Simone Celati, and Silvia Caprili. "Time-dependent Fragility Curves for the Seismic Risk Analysis of Reinforced Concrete Buildings subjected to Degradation." In IABSE Symposium, Tokyo 2025: Environmentally Friendly Technologies and Structures: Focusing on Sustainable Approaches. International Association for Bridge and Structural Engineering (IABSE), 2025. https://doi.org/10.2749/tokyo.2025.1819.

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<p>The buildings and construction sector are responsible for 37% of total global greenhouse gas emissions, with most coming from operational carbon emissions. Embodied emissions from design, production, and deployment of construction materials add to this, raising the question of whether to demolish or maintain existing buildings. This question is particularly crucial in high-seismicity areas, such as Italy, where existing buildings lack seismic design. Furthermore, current Italian evaluation criteria only qualitatively assess the conservation status of buildings. In this context, the pa
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Wu, Y.-Y., and P. Lambert. "Boundary Element Modeling of Cathodic Protection Systems for Steel Framed Masonry Buildings." In CORROSION 2010. NACE International, 2010. https://doi.org/10.5006/c2010-10119.

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Abstract There has been an increasing awareness over the last 30 years that many high-profile steel framed masonry buildings can be susceptible to extensive damage as a result of corrosion of the steel frame. This form of construction was initially employed in Chicago and New York and was subsequently used in most US and European cities in the first two decades of the 20th century, leading to potentially serious consequences with respect to serviceability, safety, aesthetics and heritage. Cathodic protection is a proven method for preventing and protecting buried and submerged steel and reinfo
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Muñoz Irigoyen, Carlos Alejandro, Oscar Alberto López Bátiz., and José de la Cruz Sebastián Serrano Vega. "Comparison of the behavior of Reinforced Concrete Frame Structures Designed with low Ductility and High Ductility." In IABSE Congress, San José 2024: Beyond Structural Engineering in a Changing World. International Association for Bridge and Structural Engineering (IABSE), 2024. https://doi.org/10.2749/sanjose.2024.1265.

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<p>This study presents a comparative analysis of the behavior of reinforced concrete frame structures, with an emphasis on the influence of reinforcement and detailing in connections. During the earthquakes that occurred in Turkey on February 6, 2023, the performance of this type of system without proper connection detailing was inadequate. In this article, the behavior of three buildings is analytically simulated, considering three levels of detailing: the first with a strength-based detailing level, the second with a low ductility level (Q=2), and the third with a high ductility level
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Myhren, Jonn Are, Evelina Andersson, Felix Jansson, et al. "Life Cycle Assessment of Different Structural Frames Approach in Swedish Row House Construction: Reclaimed Concrete, New Concrete, and Timber." In Circular Building Sector Conference. LTH Profile Area: Circular Building Sector, 2025. https://doi.org/10.52202/080684-0009.

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Bahri, Reski Ainun, Muhammad Wihardi Tjaronge, and Muhammad Akbar Caronge. "Laboratory Testing and Numerical Analysis on Reinforced Concrete Frames with Prefabricated Cellular Lightweight Concrete (CLC)." In The 5th EPI International Conference on Science and Engineering (EICSE) 2021. Trans Tech Publications Ltd, 2023. http://dx.doi.org/10.4028/p-p22vdi.

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In general, buildings can be classified into Engineering buildings and Non-engineering buildings. Non-engineering building is a simple building such as a residential house that does not carry out structural calculations. Non-engineering buildings are very susceptible to lateral loads such as earthquakes which can cause collapse. Therefore, research is carried out in the form of laboratory tests and numerical tests for reinforced concrete frames filled with prefabricated cellular lightweight concrete (CLC). In this study, two specimens were used, namely an empty frame and a reinforced concrete
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Kabashi, Naser, Enes Krasniqi, Florim Grajcevci, Milot Muhaxheri, Ylli Murati, and Valon Veseli. "SEISMIC VULNERABILITY ASSESSMENT OF 1960S REINFORCED CONCRETE FRAME BUILDINGS WITH INFILL MASONRY WALLS." In 3rd Croatian Conference on Earthquake Engineering. University of Zagreb Faculty of Civil Engineering, 2025. https://doi.org/10.5592/co/3crocee.2025.43.

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One of the largest districts, known for its replicated building typologies, has been selected for this study, focusing on six-story reinforced concrete frame structures with infill masonry walls typical of 1960s construction. At the time of construction, building codes did not emphasize seismic activity to the extent that modern standards do, and the construction technology differed significantly from current practices. These buildings were often constructed using a combination of in situ concrete techniques and prefabricated slab decks, with materials classified according to outdated standard
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Haselton, C. B., and G. G. Deierlein. "Benchmarking Seismic Performance of Reinforced Concrete Frame Buildings." In Structures Congress 2005. American Society of Civil Engineers, 2005. http://dx.doi.org/10.1061/40753(171)189.

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"Reshoring a Multistory Concrete Frame: A Practical Approach." In SP-097: Analysis and Design of High-Rise Concrete Buildings. American Concrete Institute, 1987. http://dx.doi.org/10.14359/6903.

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Höltke, Tim, and Achim Bleicher. "Timber-concrete composite frame joint for high-rise buildings." In IABSE Congress, New York, New York 2019: The Evolving Metropolis. International Association for Bridge and Structural Engineering (IABSE), 2019. http://dx.doi.org/10.2749/newyork.2019.1136.

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<p>Timber is one of the few renewable materials that improves its structural properties when combined with concrete. The composite of timber and concrete increase stiffness and fire protection, unlike timber when used alone. In contrast to concrete structures, timber-concrete composite (TCC) structures reduce the carbon footprint and the specific weight of a building. At the Chair of Hybrid Structures - Structural Concrete of BTU Cottbus-Senftenberg a moment-resistant TCC joint was developed for multi-story frames, which can be used as a structural system for high-rise buildings. Facts l
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Reports on the topic "Concrete frame buildings"

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Roy, Camille, Dominique Derome, and Caroline Frenette. Modelling hygrothermal performance of wood assemblies exposed to fungi growth. Department of the Built Environment, 2023. http://dx.doi.org/10.54337/aau541621854.

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This research project aims to document the spread of the biodegradation in wood frame buildings and, more specifically, to investigate the aggravating impact of the presence of the rotting fungus Serpula lacrymans in wood-based materials on the hygrothermal performance of wood-framed wall and floor assemblies. The proposed methodology is to calibrate a hygrothermal model of wood contaminated by varying stages of S. lacrymans. The S. lacrymans has a particular ability compared to other fungi in that it can move its water source to seek nutrients. Hyphen cords have been seen on brick and concret
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Ebeling, Robert, Barry White, John Hite та ін. Load and resistance factors from reliability analysis Probability of Unsatisfactory Performance (PUP) of flood mitigation, batter pile-founded T-Walls given a target reliability index (𝛽). Engineer Research and Development Center (U.S.), 2023. http://dx.doi.org/10.21079/11681/47245.

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This technical report documents the research and development (R&D) study in support of the development of a combined Load and Resistance Factor Design (LRFD) methodology that accommodates both geotechnical and structural design limit states for design of the US Army Corps of Engineers (USACE) batter pile-founded, reinforced concrete flood walls. Development of the required reliability and corresponding LRFD procedures has been progressing slowly in the geotechnical topic area as compared to those for structural limit state considerations, and therefore this has been the focus of this first
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Mosalam, Khalid, Amarnath Kasalanati, and Grace Kang. PEER Annual Report 2016. Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, 2017. http://dx.doi.org/10.55461/anra5954.

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The Pacific Earthquake Engineering Research Center (PEER) is a multi-institutional research and education center with headquarters at the University of California, Berkeley. PEER’s mission is to develop, validate, and disseminate performance-based seismic design technologies for buildings and infrastructure to meet the diverse economic and safety needs of owners and society. The year 2016 began with a change of leadership at PEER. On January 1, Professor Khalid Mosalam became the new PEER Director as Professor Stephen Mahin completed his 6- year term. Also in early 2016, Dr. Yousef Bozorgnia s
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PROGRESSIVE COLLAPSE RESISTANCE OF STEEL FRAMED BUILDINGS UNDER EXTREME EVENTS. The Hong Kong Institute of Steel Construction, 2021. http://dx.doi.org/10.18057/ijasc.2021.17.3.10.

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This paper presents experimental and theoretical investigations on progressive collapse behavior of steel framed structures subjected to an extreme load such as fire, blast and impact. A new capacity-based index is proposed to quantify robustness of structures. An energy-based theoretical model is also proposed to quantify the effect of concrete slabs on collapse resistance of structures. The experimental results show that the dynamic amplification factors of frames subject to impact or blast are much less than the conventional value of 2.0. The collapse process of frames in fire can be either
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RESEARCH ON SEISMIC BEHAVIOR OF L-SHAPED CONCRETE-FILLED STEEL TUBES COLUMN FRAME-BUCKLING RESTRAINED STEEL PLATE SHEAR WALLS. The Hong Kong Institute of Steel Construction, 2023. http://dx.doi.org/10.18057/ijasc.2023.19.3.8.

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Frame buckling restrained steel plate shear walls (BRSPSWs) have been widely used in high-rise residential buildings. L-shaped concrete-filled steel tube (CFT) columns were used in the frame in this research to investigate the impact of the frame members type in the BRSPSWs system. A nonlinear finite element model (NFEM) was generated to examine the seismic performance of BRSPSWs with various types of connections to the frame elements. The NFEM results were compared to test results to make them more reliable, and the comparison showed that the NFEM can predict the seismic behavior of BRSPSWs.
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Guidelines for nonlinear structural analysis and design of buildings. part IIb - reinforced concrete moment frames. National Institute of Standards and Technology, 2017. http://dx.doi.org/10.6028/nist.gcr.17-917-46v3.

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Iron worker dies in fall from a roof support to the concrete floor of a framed structural steel building. U.S. Department of Health and Human Services, Public Health Service, Centers for Disease Control and Prevention, National Institute for Occupational Safety and Health, 1993. http://dx.doi.org/10.26616/nioshsface93in103.

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