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Journal articles on the topic 'Multi-storey structures'

Author: Grafiati

Published: 4 June 2021

Last updated: 10 February 2022

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1

Buchanan, A. H., and R. H. Fairweather. "Seismic design of glulam structures." Bulletin of the New Zealand Society for Earthquake Engineering 26, no. 4 (1993): 415–36. http://dx.doi.org/10.5459/bnzsee.26.4.415-436.

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This paper gives an overview of the seismic performance of glue laminated (glulam) timber frame buildings. It describes the wide range of connections that can be used in glulam frames, for both single storey and multi-storey buildings, with particular reference to seismic loading. Several new connections incorporating epoxied steel bars are described in detail. Testing of these connections under simulated seismic loading is reported, with recommendations for seismic design. A design procedure is given for low rise multi-storey glulam frame buildings.

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2

Potty, Narayanan Sambu, and Mohd Redzuan Abdul Hamid. "Evaluation of Multi Storey Structures in Malaysia." Applied Mechanics and Materials 567 (June 2014): 571–76. http://dx.doi.org/10.4028/www.scientific.net/amm.567.571.

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Malaysia has not traditionally considered earthquake and hurricane loading in design. Several tremors in neighboring countries necessitated a relook at the seismic reliability of structures in Kuala Lumpur and Penang with significant seismic risk. The study started with simple vertical load analysis (the current practice) and then the earthquake and the wind loading were imposed. The integrity of structures was evaluated for serviceability deflections using UBC 1997, IS 875-3-1987 and IS 1893. Permissible deflections were exceeded at 40 m/s for 87 m height buildings; at 45m/s for above 70 m he

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3

Singh, Vaishali, Nikhil Raj, and R. K. Rao. "Analysis of Multi-Storey Structures using MATLAB." DJ Journal of Advances in Electronics and Communication Engineering 5, no. 1 (2018): 10–20. http://dx.doi.org/10.18831/djece.org/2019011002.

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4

Nefovska-Danilovic, Marija, Mira Petronijevic, and Branko Savija. "Traffic-induced vibrations of frame structures." Canadian Journal of Civil Engineering 40, no. 2 (2013): 158–71. http://dx.doi.org/10.1139/cjce-2011-0247.

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Using the spectral element method (SEM), a 2-D numerical model of multi-storey frame structures has been developed. The model has been used to predict traffic-induced vibrations of two, six, and twelve-story concrete buildings measured along the route of a future metro line in Belgrade, the capital of Serbia. Vibration simulations of the six-storey frame match satisfactorily the measured dynamic response. However, there is a difference between numerical simulation and the actual measurements for the two-storey and twelve-story buildings. The results indicate a great potential of the proposed S

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5

Ambetkar, Vighnesh, Abbas Ahmed, and Deepak Kumar. "Optimization of Stiffness and Damping for Multi-storey Structures." Procedia Engineering 144 (2016): 148–55. http://dx.doi.org/10.1016/j.proeng.2016.05.018.

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6

Fan, Fa-Gung, and Goodarz Ahmadi. "Floor response spectra for base-isolated multi-storey structures." Earthquake Engineering & Structural Dynamics 19, no. 3 (1990): 377–88. http://dx.doi.org/10.1002/eqe.4290190307.

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7

Naud, Nicolas, Luca Sorelli, Alexander Salenikovich, and Samuel Cuerrier-Auclair. "Fostering GLULAM-UHPFRC composite structures for multi-storey buildings." Engineering Structures 188 (June 2019): 406–17. http://dx.doi.org/10.1016/j.engstruct.2019.02.049.

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8

Fenwick, R. C., B. J. Davidson, and B. T. Chung. "P-delta actions in seismic resistant structures." Bulletin of the New Zealand Society for Earthquake Engineering 25, no. 1 (1992): 56–69. http://dx.doi.org/10.5459/bnzsee.25.1.56-69.

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The results of several thousands of inelastic time history analyses, which have been made on single degree of freedom structures to assess P-delta effects induced in earthquakes, are reviewed. The principal factors influencing P-delta actions are shown to be the ductility, the duration of the severe ground motion, the level of damping and the period of the structure. A method of designing for P-delta effects for single degree of freedom structures is presented. A limited number of analyses of multi-storey frames and walls indicate that the approach may be used for multi-storey structures. This

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9

Konovalov, M., and G. Kozinets. "Prospects for the multi-storey buildings construction using wooden structures." IOP Conference Series: Materials Science and Engineering 698 (December 18, 2019): 022062. http://dx.doi.org/10.1088/1757-899x/698/2/022062.

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10

Zalka, K. A. "Torsional analysis of multi-storey building structures under horizontal load." Structural Design of Tall and Special Buildings 22, no. 2 (2010): 126–43. http://dx.doi.org/10.1002/tal.665.

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11

Biondini, Fabio, Giandomenico Toniolo, and Georgios Tsionis. "Capacity design and seismic performance of multi-storey precast structures." European Journal of Environmental and Civil Engineering 14, no. 1 (2010): 11–28. http://dx.doi.org/10.1080/19648189.2010.9693198.

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12

Pala, S., and G. Özmen. "Lateral load analysis of multi-storey structures considering axial deformations." Computers & Structures 34, no. 4 (1990): 577–83. http://dx.doi.org/10.1016/0045-7949(90)90235-t.

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13

DAI, H., X. D. XIA, and D. J. DING. "ASEISMIC CONSTRUCTION AND DESIGN METHOD FOR MULTI-STOREY COMPOSITE STRUCTURES." Earthquake Engineering & Structural Dynamics 25, no. 9 (1996): 887–907. http://dx.doi.org/10.1002/(sici)1096-9845(199609)25:9<887::aid-eqe589>3.0.co;2-0.

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14

Gao, Jia Ming, Chang Quan Zhou, Bo Long Liu, and Bo Quan Liu. "Analysis for Collapse Process of Multi-Layer RC Frame Structures under Earthquakes." Advanced Materials Research 1065-1069 (December 2014): 1402–7. http://dx.doi.org/10.4028/www.scientific.net/amr.1065-1069.1402.

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Multi-storey RC-frame structure occupies a large proportion of the building structure in our country, the collapse of multi-storey frame structure in great earthquake is very serious, and it has become a major threat to people's life and property security, so research of the rule about structural collapse and define the critical state of structural collapse accurately is necessary. This paper focuses on the rule of structural collapse, takes constant stiffness multi-layer RC-frame structure as the object of study, with height, span and number of floors as the variables, uses nonlinear finite e

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15

Kumar, Gajagantarao Sai, Purushotham Rao, and Partheepan Ganesan. "Effect of Shear Wall Location On Seismic Performance of High Raised Buildings." International Journal of Research in Engineering, Science and Management 4, no. 1 (2021): 30–34. http://dx.doi.org/10.47607/ijresm.2021.447.

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Multi-storey buildings tend to get damaged mainly during earthquake. Seismic analysis is a tool for the estimation of structural response in the process of designing earthquake resistant structures and/or retrofitting vulnerable existing structures. The principle purpose of this work is to analyze and design a building with a shear wall and also to find the appropriate position of shear wall that result in maximum resistance towards lateral forces and minimum displacement of the structure. In this study, a G+7 multi-storey building of 15 m ×20 m in plan area has been chosen and modelled using

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16

Leu, L. J., and J. T. Chang. "A simple approach for optimal allocation of dampers in nonsymmetrical 3D multi-storey structures." International Journal of Structural Stability and Dynamics 14, no. 03 (2014): 1350074. http://dx.doi.org/10.1142/s0219455413500740.

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A new simple approach is proposed to search for the optimal placement of dampers in nonsymmetrical three-dimensional (3D) structures. Dampers are placed uniformly and initially at each storey of two selected bays of the bare structures and the time-history seismic analysis is performed. The maximal inter-storey drift ratio is chosen as the performance index. Then the inter-storey drift ratio is checked for the locations where dampers were added. The damper in the location with the minimal inter-storey drift ratio is moved to the location having the maximal inter-storey drift ratio. This proces

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17

Larsson, Magnus, Alex Kaiser, and Ulf Arne Girhammar. "Conflict and Compromise in multi-storey timber architecture." Architectural Research Quarterly 19, no. 3 (2015): 283–94. http://dx.doi.org/10.1017/s1359135515000536.

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From the Stone Age to the Silicon Age, humanity’s relationship with materials has framed our scientific and cultural evolution. Despite recent scientific advances that open the laboratory doors to a future of material experimentation, the building industry remains stuck in the Concrete Age. The next material age is likely to be a Timber Age, as engineered timber finally comes into its own as a structural material suitable for multi-storey buildings.The research and design methodology of our practice can be summarised as an essay in conflict and compromise; a continual infliction of self-impose

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18

Tran, Hong Quan, Thanh Quang Khai Lam, and Thi My Dung Do. "Model of prefabricated concrete frame in the condition of southern Vietnam." E3S Web of Conferences 135 (2019): 03043. http://dx.doi.org/10.1051/e3sconf/201913503043.

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In recent years in Vietnam, the structure of multi-storey buildings has been strongly developed in both quantity and quality, especially multi-storey buildings made from prefabricated reinforced concrete structures. Collecting documents shows that the Mekong Delta of southern Vietnam has built many multi-storey buildings using prefabricated reinforced concrete frame systems. In the southern climatic conditions, these multi-story buildings are directly affected by climate change, especially the seasonal wind load and the intensity of the wind is getting stronger and more complex, so the the wor

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19

Hao, Li Na, and Yong Sheng Zhang. "Natural Vibration Period Analysis of Multi-Storey Reinforced Concrete Frame Structure." Applied Mechanics and Materials 226-228 (November 2012): 351–54. http://dx.doi.org/10.4028/www.scientific.net/amm.226-228.351.

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Field measurements of dynamic characteristics of the multi-storey reinforced concrete frame structure buildings were carried out, by using the ambient vibration test technique, and structural modal parameters were extracted. The measured results and calculated results in accordance with current design specifications were compared. Results show that for multi-storey reinforced concrete frame structure, the measured vibration period of structure is close to the natural period calculated in accordance with the empirical formula of the “Load Code for the Design of Building Structures”. In the actu

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20

Fedosov, S. V., V. G. Kotlov, and N. I. Okishev. "PROSPECTS FOR THE DEVELOPMENT OF MULTI-STOREY WOODEN BUILDINGS." Herald of KSUCTA n a N Isanov, no. 1-2020 (April 6, 2020): 158–66. http://dx.doi.org/10.35803/1694-5298.2020.1.158-166.

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The article, based on the analysis of literary and Internet sources, shows several existing objects with load-bearing structures made of wood, considers the main types of nodal connections used in the construction of multi-storey wooden buildings. Based on the identified shortcomings, a nodal connection on cylindrical wooden nagels is proposed. The influence of changes in temperature and humidity of the operating environment on changes in the linear dimensions of the node connection elements is considered. Conclusions are made about the pliability of the compound during swelling and shrinkage.

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21

Rekunov, S. S., A. Yu Kosova, S. Yu Ivanov, and I. S. Zavyalov. "CALCULATION OF A MULTI-STOREY BUILDING FOR PROGRESSIVE COLLAPSE UNDER SEISMIC IMPACT." Engineering and Construction Bulletin of the Caspian Region 112 (2021): 15–20. http://dx.doi.org/10.52684/2312-3702-2021-36-2-15-20.

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The article provides an analysis of existing computational practices for solving the problems of survivability of structures of buildings and structures. The issues of progressive collapse of buildings under the influence of seismic loads are considered separately. It is noted that in order to ensure the reliability of the structures of buildings and structures under special impacts, it is necessary to have a clear regulation in the system of regulatory documentation of the Russian Federation. Most calculations for progressive collapse are made for frame buildings. In this paper, one of the ap

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22

Chen, Xiang Yu, Sha Sha Dong, and Fu Shun Liu. "A Multi-Hierarchical Damage Identification Method for Jacket Platform Using BP Neural Network." Applied Mechanics and Materials 166-169 (May 2012): 1170–75. http://dx.doi.org/10.4028/www.scientific.net/amm.166-169.1170.

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Jacket-type platforms may be the most common type of offshore structures, and damage localization and severity estimation is important for these structures. This paper employs a multi-hierarchical damage identification method based on BP neural network to detect damages in jacket platforms. Firstly, the damaged storey of the jacket is detected, and the numbers of the elements among the detected storey are then detected. According to this method, the learning samples can be more targeted and the number can be reduced largely. In the end, a jacket model is used to investigate the performance of

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23

Salawdeh, Suhaib, and Jamie Goggins. "Direct displacement-based seismic design of multi-storey concentrically braced frame structures." IABSE Symposium Report 98, no. 1 (2012): 1–8. http://dx.doi.org/10.2749/222137812802199733.

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24

Mazanoglu, Kemal, and Elif C. Kandemir-Mazanoglu. "A new simplified method for anti-symmetric mode in-plane vibrations of frame structures with column cracks." Journal of Vibration and Control 24, no. 24 (2016): 5794–810. http://dx.doi.org/10.1177/1077546316653039.

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This paper is on the natural frequency and mode shape computation of frame structures with column cracks. First, a model of intact frame structures is built to perform vibration analysis. Beam elements are considered as lumped masses and rotational springs at the storey levels of frames. Equivalent model of columns and lumped mass-stiffness effects of beams have been combined to carry out continuous solution for the anti-symmetric mode in-plane vibrations of frames. In addition, frame systems with multiple column cracks are analyzed in terms of anti-symmetric mode vibration characteristics. Cr

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25

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

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

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26

Andriono, Takim, and Athol J. Carr. "A simplified earthquake resistant design method for base isolated multistorey structures." Bulletin of the New Zealand Society for Earthquake Engineering 24, no. 3 (1991): 238–50. http://dx.doi.org/10.5459/bnzsee.24.3.238-250.

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    This paper describes the step-by-step design procedure of a simplified approach proposed for use in practical design of base isolated multi-storey structures. The proposed method can be used to accurately estimate the inertia forces, not only at the level of the isolation devices but throughout the height of the structure.   

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27

Wang, Feng, Hong Nan Li, and Ting Hua Yi. "Displacement-Based Lateral Stiffness Design for Multi-Storey Structures Subject to Earthquake Motions." Applied Mechanics and Materials 166-169 (May 2012): 2337–40. http://dx.doi.org/10.4028/www.scientific.net/amm.166-169.2337.

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The determination of structural stiffness for the currently seismic design method depends on subjective experience of designers which is not rational and economical. A method that uses displacements as the basis for the stiffness design procedure is then presented: (1)By means of preliminary design, the initial elastic structure are obtained and the 1th mode shape, period etc are then calculated by modal analyses; (2) The target period and lateral equivalent stiffness of structure are determined according to target displacement used in seismic code; (3)The two periods for initial designed stru

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28

Jameel, Mohammed, A. B. M. Saiful Islam, Raja Rizwan Hussain, Syed Danish Hasan, and M. Khaleel. "Non-linear FEM analysis of seismic induced pounding between neighbouring multi-storey structures." Latin American Journal of Solids and Structures 10, no. 5 (2013): 921–39. http://dx.doi.org/10.1590/s1679-78252013000500004.

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29

Yerimbetov, Baisbay T., Berik M. Chalabayev, Yairakhan B. Kunanbayeva, Zhenisbek A. Ussenkulov, Zhenis I. Orazbayev, and Zhumadilla A. Aldiyarov. "Seismic resistance of multi-storey reinforced concrete wall-frame structures at destructive earthquakes." Periodicals of Engineering and Natural Sciences (PEN) 7, no. 4 (2019): 1582. http://dx.doi.org/10.21533/pen.v7i4.841.

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30

Lapidus, Azariy A., and Aleksandr N. Makarov. "Model for the Potential Manufacture of Roof Structures for Residential Multi-storey Buildings." Procedia Engineering 153 (2016): 378–83. http://dx.doi.org/10.1016/j.proeng.2016.08.136.

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31

Karabork, Turan. "Performance of multi-storey structures with high damping rubber bearing base isolation systems." Structural Engineering and Mechanics 39, no. 3 (2011): 399–410. http://dx.doi.org/10.12989/sem.2011.39.3.399.

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32

Elbayomy, Mohamed S., and Hamed M. Salem. "Numerical assessment of midrise multi-storey reinforced concrete framed structures subjected to fire." Alexandria Engineering Journal 58, no. 2 (2019): 773–88. http://dx.doi.org/10.1016/j.aej.2019.06.007.

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33

Bzhakhov, Muzarib, Shamil Battaev, and Malika Nastuyeva. "Energy efficient thermal insulation materials for external building walls." E3S Web of Conferences 281 (2021): 03006. http://dx.doi.org/10.1051/e3sconf/202128103006.

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This article discusses various types of energy efficient thermal insulation materials. The energy efficiency calculation of a multi-storey 36-apartment residential building using various options for the insulation of enclosing structures has been carried out, after which the results have been compared.

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34

ILIUSHCHENKO, T. A., V. I. KOLCHUNOV, and S. S. FEDOROV. "CRACK RESISTANCE OF PRESTRESSED REINFORCED CONCRETE FRAME STRUCTURE SYSTEMS UNDER SPECIAL IMPACT." Building and reconstruction 93, no. 1 (2021): 74–84. http://dx.doi.org/10.33979/2073-7416-2021-93-1-74-84.

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The results of experimental and theoretical researches of crack resistance, development and growth of cracks of a fragment of a reinforced concrete multi-storey frame of a monolithic building with prestressed beams for a special emergency impact caused by a sudden removal of one of the load-bearing elements are presented. Removal of the middle column of the frame was considered as an emergency impact. Analysis of the pattern cracking in the frames with a prestressed beam before and after a special impact is carried out against the pattern cracking in an unstressed frame structure. Based on the

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35

Taflanidis, A. A., A. Giaralis, and D. Patsialis. "Multi-objective optimal design of inerter-based vibration absorbers for earthquake protection of multi-storey building structures." Journal of the Franklin Institute 356, no. 14 (2019): 7754–84. http://dx.doi.org/10.1016/j.jfranklin.2019.02.022.

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36

Luo, Lie, Ming Zhao, and Ying Liu. "Mortar Replacement Reinforcement Method for Existing Masonry Structures." Advanced Materials Research 133-134 (October 2010): 977–81. http://dx.doi.org/10.4028/www.scientific.net/amr.133-134.977.

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For load-bearing capacity reducing of the walls of multi-storey masonry structure caused by the lower mortar strength and quality defects, the mortar replacement method was used to reinforce the perforated brick load-bearing walls. The strength of mortar used for replacing, the depth of replacement, construction methods and quality control have been studied. The reliability of this method is verified by testing in situ including axial compression test and double brick double-shear test for reinforced brick masonry. This method could be also used in reinforcement for the historical masonry buil

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37

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

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

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38

Skoulidou, Despoina, and Xavier Romão. "Analysing the Critical Orientation of Seismic Loading in 3D Buildings: Preliminary Results for Constant Lateral Forces." U.Porto Journal of Engineering 2, no. 3 (2018): 2–15. http://dx.doi.org/10.24840/2183-6493_002.003_0002.

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The angle of seismic excitation has been proven to be an important factor when analysing the 3D behaviour of buildings. However, modern earthquake-related standards only cover partially the effects of this factor and practicable results of relevant studies are still limited. The proposed paper focuses on the determination of the critical angle of incidence based on the building's structural characteristics. An analytical expression is developed to define the critical angle for the case of single storey buildings and a special category of multi storey buildings under constant lateral forces ass

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39

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

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

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40

Comeau, G., K. Velchev, and C. A. Rogers. "Development of seismic force modification factors for cold-formed steel strap braced walls." Canadian Journal of Civil Engineering 37, no. 2 (2010): 236–49. http://dx.doi.org/10.1139/l09-153.

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Seismic force modification factors to be used in conjunction with the National building code of Canada are recommended for two cold-formed steel (CFS) concentrically braced frame categories; limited ductility (LD) (Rd = 2.0, Ro = 1.3, height limit 20 m) and conventional construction (CC) (Rd = 1.25, Ro = 1.3, height limit 15 m, not permitted in high seismic zones). Nonlinear time history dynamic analyses of multi-storey CFS framed structures were carried out following an approach adopted from the Federal Emergency Management Agency (FEMA) P695 on the quantification of building seismic performa

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41

Botis, Marius Florin, and Camelia Cerbu. "A Method for Reducing of the Overall Torsion for Reinforced Concrete Multi-Storey Irregular Structures." Applied Sciences 10, no. 16 (2020): 5555. http://dx.doi.org/10.3390/app10165555.

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The uneven distributions of mass and stiffness in the case of multi-storey concrete buildings lead to a torsion sensitivity of those civil structures under dynamical loadings like earthquakes or wind and gusts. In order to minimize the overall torsion, it is imperatively necessary to reduce the distance between the centre of mass (CM) and centre of stiffness (CS) in the design stage. In this context, the main purpose of this paper is to present a theoretical method of reducing torsion by minimizing the distance between CM and CS at the level of each floor of the structure. Principal stiffness

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42

Lamont, S., B. Lane, and A. Usmani. "The Behaviour Of Multi-storey Composite Steel Framed Structures In Response To Compartment Fires." Fire Safety Science 8 (2005): 177–88. http://dx.doi.org/10.3801/iafss.fss.8-177.

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43

Pellegrino, Roberta, Nicola Costantino, Roberto Pietroforte, and Silvio Sancilio. "Construction of multi-storey concrete structures in Italy: patterns of productivity and learning curves." Construction Management and Economics 30, no. 2 (2012): 103–15. http://dx.doi.org/10.1080/01446193.2012.660776.

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44

Sun, Xiaofeng, Minjuan He, Zheng Li, and Zhan Shu. "Performance evaluation of multi-storey cross-laminated timber structures under different earthquake hazard levels." Journal of Wood Science 64, no. 1 (2017): 23–39. http://dx.doi.org/10.1007/s10086-017-1667-7.

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45

Elnashai, A. S., and B. M. Broderick. "Seismic resistance of composite beam-columns in multi-storey structures. Part 1: Experimental studies." Journal of Constructional Steel Research 30, no. 3 (1994): 201–29. http://dx.doi.org/10.1016/0143-974x(94)90001-9.

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46

Iqbal, Asif, Stefano Pampanin, Alessandro Palermo, and Andrew H. Buchanan. "Behaviour of post-tensioned timber columns under bi-directional seismic loading." Bulletin of the New Zealand Society for Earthquake Engineering 47, no. 1 (2014): 41–53. http://dx.doi.org/10.5459/bnzsee.47.1.41-53.

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Moment-resisting frames made of laminated veneer lumber (LVL) in combination with unbonded post-tensioning have recently been proposed for multi-storey timber buildings. Prefabricated and post-tensioned timber frames can be designed to have enhanced re-centering and energy dissipation after seismic loading. The unbonded post-tensioning provides re-centering capacity while energy is dissipated through the addition of special dissipating devices which also act as external reinforcing. As part of a research program on multi-storey timber structures, this paper describes experimental and ana

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47

Karimi, Najia, and Roozbeh Sarem. "Seismic response of multi-storey building using different vibration technique-A review." International Journal of Innovative Research and Scientific Studies 4, no. 1 (2021): 1–13. http://dx.doi.org/10.53894/ijirss.v4i1.49.

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This review presents the high performance of failure-resistant structural device system for the sustainable and flexible buildings. Firstly, the motivation and basic principles as well as methodology of the developing device system are explicitly illustrated. Then, the structural detail and seismic response of base isolation systems, namely, lead Rubber Bearing (LRB), HDLRB isolators, viscous damper (Base Isolation with in-Parallel Dissipation system: BIPD) and sliding bearing isolator (Base Isolation with in-Series Sliding system: BISS) are summarized. The theoretical and experimental study r

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Mirsayapov, Ilisar, Ildus Shakirov, and Daniya Nurieva. "Numerical studies of soil base deformations from reconstructed multi-storey building to nearby buildings." E3S Web of Conferences 274 (2021): 03020. http://dx.doi.org/10.1051/e3sconf/202127403020.

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During the building reconstruction with floors addition, there is a need to evaluate the building frame and foundation soil bearing capacity, especially if there are deviations from the design parameters. As a result of the field and numerical studies, we determined the basic change patterns in the stress-strain state of the 12-storey building load-bearing structures with a monolithic reinforced concrete frame due to uneven pile foundation deformation. We also found the influence degree of the existing deviations from the design parameters to the structures bearing capacity. The research resul

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Shaik, mahaboob subhani*, and Budda Beeraiah. "Seismic Evaluation of Multi Storey Building with Ground Soft Story and with Infill Action." International Journal of Innovative Technology and Exploring Engineering 10, no. 6 (2021): 22–27. http://dx.doi.org/10.35940/ijitee.f8726.0410621.

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The improvements in (3D) three–dimensional underlying examination and processing assets have permitted the effective and safe plan of taller constructions. These constructions are the outcome of expanding metropolitan densification and financial suitability. The pattern towards continuously taller constructions has requested a move from the conventional strength based plan approach of structures to an emphasis on obliging the general movement of the design. Presently a day's supported cement (RC) divider outline structures are generally suggested for metropolitan development in zones with high

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Montuori, Rosario, Elide Nastri, and Bonaventura Tagliafierro. "An Optimal Seismic Force Pattern for Uniform Drift Distribution." Buildings 9, no. 11 (2019): 231. http://dx.doi.org/10.3390/buildings9110231.

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The force distribution proposed by codes, which in many cases is framed in the equivalent static force procedure, likely leads to design structures with non-uniform drift distribution in terms of inter-storey drift and ductility demands. This can lead to an unbalanced drift demand at certain storeys. This phenomenon may also amass cyclic damage to the dissipative elements at this very storey, therefore increasing the probability of premature failure for low-cycle fatigue. This work proposes a new force design distribution that accounts for higher mode effects and limits the displacement concen

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