Bibliografie tematiche / Buildings vibration

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Letteratura scientifica selezionata sul tema "Buildings vibration"

Autore: Grafiati

Pubblicato: 4 giugno 2021

Ultima modifica: 20 febbraio 2023

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Articoli di riviste sul tema "Buildings vibration"

Tao, Ziyu, Zihao Hu, Ganming Wu, Conghui Huang, Chao Zou, and Zhiyun Ying. "Train-Induced Vibration Predictions Based on Data-Driven Cascaded State-Space Model." Buildings 12, no. 2 (January 25, 2022): 114. http://dx.doi.org/10.3390/buildings12020114.

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Over-track buildings above metro depots have become common in megacities due to urban land shortages. The transmission of vibrations into the over-track buildings during routine train operations has the potential to adversely impact the occupants in terms of perceptible vibration and noise. There is a need to quantify the potential impacts before construction for planning and design purposes. Train-induced vibration measurements were carried out on a six-story over-track building at the Luogang metro depot in Guangzhou, China, which is located adjacent to the tracks. The measurements were used

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Moskovets, Mariya, and Nikolay Kanev. "Assessment of Rail Vibration Transmission from the Ground to the Foundation of a Building." MATEC Web of Conferences 320 (2020): 00005. http://dx.doi.org/10.1051/matecconf/202032000005.

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This paper presents the problem of rail transport vibration transmission from the ground to building foundations. Field measurement results of vibration parameters on the ground near buildings and their foundations have been covered in this study. It has been shown that vibrations at the foundation of a building are much smaller than vibrations on the ground. The most intense vibrations on the foundation slab occur in the vertical direction. Comparison with other experimental data on vibration transfer from the ground to buildings structures has been made. The data obtained can be utilized in

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Kożuch, Barbara, Filip Pachla, and Tadeusz Tatara. "Vibrations induced by the passage of trains at various speeds and their effect on the structural response of buildings - an experimental and numerical analysis." MATEC Web of Conferences 211 (2018): 13007. http://dx.doi.org/10.1051/matecconf/201821113007.

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This paper presents a selection of vibration measurement results and analyses performed with regard to their harmfulness to residential buildings. The first part of the paper refers to the analysis of railway vibrations measured in situ at the foundation level of residential building. These vibration records were then used to assess the harmfulness of vibrations relating to each train speed. Assessment of the vibration harmfulness of the building was performed with an indicator of the perceptibility of vibration through a structure (WODB), according to the Polish standard. The second part of t

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Haladin, Ivo, Marijan Bogut, and Stjepan Lakušić. "Analysis of Tram Traffic-Induced Vibration Influence on Earthquake Damaged Buildings." Buildings 11, no. 12 (November 28, 2021): 590. http://dx.doi.org/10.3390/buildings11120590.

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The Zagreb 2020 earthquake severely damaged the historic centre of the city. Most of the damage occurred on historic masonry residential buildings, many of which are situated very close to the tram track. Although traffic-induced vibrations generally do not affect surrounding buildings, they can be harmful to buildings damaged by a previous earthquake. Vibrations could contribute to the further propagation of existing cracks. The effect of vibrations depends on many factors, one of the most important being the distance between the track and the building. The vibrations are highest at the sourc

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Moskovets, Mariya, and Nikolay Kanev. "Transmission of Railway Induced Vibrations in Buildings." MATEC Web of Conferences 320 (2020): 00003. http://dx.doi.org/10.1051/matecconf/202032000003.

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This paper presents the problem of vibration transmission in building structures, which is induced by rail transport, and it discusses the effect of acoustic isolation used at the foundation. The vibration sources generate acoustic waves which are transmitted to the foundation and propagate trough the floors and slabs of the building. The transmission coefficients of the acoustic waves induced by metro trains and trams were determined in the building foundation and slabs. It was shown that mechanical resonances have a significant influence on the vibrations of the slabs. The characteristics of

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Zou, Chao, Yimin Wang, and Ziyu Tao. "Train-Induced Building Vibration and Radiated Noise by Considering Soil Properties." Sustainability 12, no. 3 (January 27, 2020): 937. http://dx.doi.org/10.3390/su12030937.

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Constructing buildings above subway tracks exploits urban-area space intensively by adopting the three-dimensional overlapping development mode, which is one of the important measures for solving the contradictions among urban population increase, land resource shortage, and environmental protection. However, the vibration generated by the frequent train operations is transmitted to the upper buildings through the track structure and ground soil, which can cause structural vibrations and radiated noise and bring physical and mental side effects to occupants within the buildings. Subway project

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Feher, Jan, Jozef Cambal, Blazej Pandula, Julian Kondela, Marian Sofranko, Tawfik Mudarri, and Ivan Buchla. "Research of the Technical Seismicity Due to Blasting Works in Quarries and Their Impact on the Environment and Population." Applied Sciences 11, no. 5 (February 27, 2021): 2118. http://dx.doi.org/10.3390/app11052118.

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Vibrations caused by blasting works have an impact not only on buildings but also the internal environment of the buildings. If these buildings are situated in the surroundings of quarries, the citizens can perceive these vibrations negatively. By applying an appropriate millisecond timing interval, it is possible to lower the intensity of vibrations to the levels that the citizens will not perceive as negative effects inside the buildings. The limit values for this vibration intensity have not been defined to date. For the protection of the building from the vibrations, normative values of th

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Erkal, Aykut, Debra Laefer, Paul Fanning, Eser Durukal, Ufuk Hancilar, and Yavuz Kaya. "Investigation of the Rail-Induced Vibrations on a Masonry Historical Building." Advanced Materials Research 133-134 (October 2010): 569–74. http://dx.doi.org/10.4028/www.scientific.net/amr.133-134.569.

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Increasingly historic masonry buildings are subjected to higher levels of traffic and rail vibrations due to urbanization and population growth. Deterioration and destabilisation of these buildings may result, especially if they were previously damaged (e.g. earthquakes or settlement problems). To better understand building response, vibration measurements were conducted on the Little Hagia Sophia Mosque, located adjacent to Istanbul’s Sirkeci-Halkali railway line. Transport-induced vibrations were recorded at several points on the ground and building. Attenuation characteristics in the ground

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Vogiatzis, Konstantinos, and Harris Mouzakis. "Ground_borne noise and vibration transmitted from subway networks to multi_storey reinforced concrete buildings." Transport 33, no. 2 (September 4, 2017): 446–53. http://dx.doi.org/10.3846/16484142.2017.1347895.

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During the operation of urban subway rail transit systems, vibrations are generated that transmitted through the soil, induce vibrations in nearby buildings. The transmission of ground-borne vibrations from subway rail transit systems in a building is governed by the soil-foundation interaction, the reduction of vibration level between floors, and the amplication due to resonances of building elements. These are influenced by the type of the building, its construction materials, the foundation soil, and the frequency content of the excitation. A methodology is proposed for the determination of

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Kłosak, Andrzej, Alicja Kowalska-Koczwara, Filip Pachla, Krzysztof Stypuła, Tadeusz Tatara, and Bogusław Zając. "Proposal of new vibro-acoustic floor." MATEC Web of Conferences 211 (2018): 10001. http://dx.doi.org/10.1051/matecconf/201821110001.

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Human perception of vibration could be the basic parameter in designing a new buildings located close to public transport. It is also one of parameter that is considered in diagnosis of building vibration. People perceived vibrations through the floor. The problem of floor vibration appear especially in old historical buildings with wooden floor when source of transport vibration change because of infrastructure development. During years road, tramway or railway infrastructure is more expanded that it was when the old buildings were built. That is why new solutions of protection against noise

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Più fonti

Tesi sul tema "Buildings vibration"

Forsberg, Alexander, and Aras Wali. "Vibration reduction over junctions in buildings." Thesis, KTH, Marcus Wallenberg Laboratoriet MWL, 2021. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-302260.

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Structure borne sound can travel multiple paths from one office to another and choosing to sound insulate a specific building element can be difficult since all the building elements are connected together and form a coupled system. The current approach by engineers when investigating transmission paths between spaces in a building is using a computer model and assuming that the junctions are firmly clamped or free. Standardized measuring methods includes a large amount of measuring points on each side of a junction and excitation over large areas. This study intends to investigate if it is po

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Galbrun, Laurent. "Vibration transmission in timber-framed buildings." Thesis, Heriot-Watt University, 2004. http://hdl.handle.net/10399/337.

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Edalath, Sanooj Sadique. "Fuzzy Logic Seismic Vibration Control of Buildings." University of Cincinnati / OhioLINK, 2012. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1335462916.

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Boffa, John. "Model Reduction of Large Structural Systems for Active Vibration Control." University of Technology, Sydney. Faculty of Engineering, 2006. http://hdl.handle.net/2100/338.

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This thesis studies the applicability of the Dynamic model reduction method that is used for direct plant order reduction in the active vibration control of large and flexible structures. A comparison of the performances between the reduced models produced by the Dynamic model reduction method and those obtained by other common model reduction methods such as the Guyan method, and the Mode-displacement method have been carried out. By using a full analytical model of a twenty storey building as the reference, each three degrees of freedom model was compared by computer simulation. The open-lo

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Boffa, John. "Model reduction of large structural systems for active vibration control /." Electronic version, 2002. http://adt.lib.uts.edu.au/public/adt-NTSM20060317.113054/index.html.

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Dominguez, Morales Martha. "Fundamental period of vibration for reinforced concrete buildings." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 2000. http://www.collectionscanada.ca/obj/s4/f2/dsk1/tape4/PQDD_0018/MQ58450.pdf.

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Zhou, Li. "Vibration control of buildings using smart magnetorheological dampers /." View Abstract or Full-Text, 2002. http://library.ust.hk/cgi/db/thesis.pl?CIVL%202002%20ZHOU.

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Thesis (Ph. D.)--Hong Kong University of Science and Technology, 2002.<br>Includes bibliographical references (leaves 163-177). Also available in electronic version. Access restricted to campus users.

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Wang, Yi. "Damage assessment in asymmetric buildings using vibration techniques." Thesis, Queensland University of Technology, 2018. https://eprints.qut.edu.au/120475/1/Yi_Wang_Thesis.pdf.

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This research presents a step forward in the area of structural health monitoring by developing the scientific basis for a method to detect and locate damage in asymmetric building structures accurately and efficiently. The method is based on the changes in the vibration characteristics of asymmetric buildings such as natural frequencies and associated mode shapes. The thesis first investigated the difference in vibration behavior between symmetric and asymmetric buildings and compared the capability of different damage detection methods that uses the vibration characteristics. Then a modified

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Xu, Y. L. (You Lin) 1952. "Vibration control of wind-excited tall/slender structures." Phd thesis, School of Civil and Mining Engineering, 1991. http://hdl.handle.net/2123/9458.

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Howarth, Henrietta Victoria Carmel. "Annoyance caused by railway vibration and noise in buildings." Thesis, University of Southampton, 1989. https://eprints.soton.ac.uk/52250/.

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This thesis is concerned with the annoyance caused by railway-induced building vibration and railway noise. A review of previous studies was conducted to examine current knowledge. The review enabled identification of areas in which there was insufficient information on which to base a prediction of the reaction to railway vibration and noise in buildings. Deficiencies in current knowledge formed the basis of a programme of experimental work which was conducted to investigate how the annoyance produced by railway-induced building vibration is affected by the number of trains, the vibration mag

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Più fonti

Libri sul tema "Buildings vibration"

Vance, Mary A. Vibration in buildings: A bibliography. Monticello, Ill: Vance Bibliographies, 1986.

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Vibration of buildings to wind and earthquake loads. London: Springer-Verlag, 1993.

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Balendra, T. Vibration of Buildings to Wind and Earthquake Loads. London: Springer London, 1993. http://dx.doi.org/10.1007/978-1-4471-2055-1.

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Balendra, T. Vibration of Buildings to Wind and Earthquake Loads. London: Springer London, 1993.

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Siskind, D. E. Blast vibration measurements near and on structure foundations. Avondale, Md: U.S. Dept. of the Interior, Bureau of Mines, 1985.

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Kankyōshō, Japan. Heisei 20-nendo shindō hyōka shuhō oyobi kisei shuhō tō kentō chōsa gyōmu hōkokusho. [Tokyo]: Nihon Sōon Seigyo Kōgakkai, 2009.

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Watts, G. R. Case studies of the effects of traffic induced vibrations on heritage buildings. Crowthorne, Berks: Transport and Road Research Laboratory, Vehicles Group, Vehicle and Environment Division, 1988.

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Kenchikubutsu no gensui: Damping in buildings. Tōkyō: Nihon Kenchiku Gakkai, 2000.

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1969-, Kim Hongjin, ed. Wavelet-based vibration control of smart buildings and bridges. Boca Raton: Taylor & Francis, 2009.

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Bevirt, W. David, and William T. Bride. Sound and vibration design and analysis. Edited by National Environmental Balancing Bureau (U.S.). Rockville, Md: National Environmental Balancing Bureau, 1994.

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Capitoli di libri sul tema "Buildings vibration"

Soueid, Ahmad, E. Clayton Teague, and James Murday. "Vibration Isolation." In Buildings for Advanced Technology, 35–53. Cham: Springer International Publishing, 2015. http://dx.doi.org/10.1007/978-3-319-24892-9_4.

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Manohar, Sharad, and Suhasini Madhekar. "Vibration Concepts: Linear Systems." In Seismic Design of RC Buildings, 57–88. New Delhi: Springer India, 2015. http://dx.doi.org/10.1007/978-81-322-2319-1_3.

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Schlacher, K., G. M. Dimirovski, A. Kugi, and D. V. Jurukovski. "Vibration Control of High-rise Buildings." In Control of Complex Systems, 339–58. London: Springer London, 2001. http://dx.doi.org/10.1007/978-1-4471-0349-3_15.

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Nishimura, Hidekazu. "Vibration Control System Design for Buildings." In Encyclopedia of Systems and Control, 1531–37. London: Springer London, 2015. http://dx.doi.org/10.1007/978-1-4471-5058-9_180.

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Nishimura, Hidekazu. "Vibration Control System Design for Buildings." In Encyclopedia of Systems and Control, 1–7. London: Springer London, 2013. http://dx.doi.org/10.1007/978-1-4471-5102-9_180-1.

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Nishimura, Hidekazu. "Vibration Control System Design for Buildings." In Encyclopedia of Systems and Control, 1–6. London: Springer London, 2020. http://dx.doi.org/10.1007/978-1-4471-5102-9_180-2.

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Banuru, Raghavender, Brian Broderick, John Hickey, and Shamsher Bahadur Singh. "Vibration Serviceability of Modular Tall Buildings." In Composites Science and Technology, 221–48. Singapore: Springer Nature Singapore, 2022. http://dx.doi.org/10.1007/978-981-19-2424-8_10.

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Nishimura, Hidekazu. "Vibration Control System Design for Buildings." In Encyclopedia of Systems and Control, 2425–30. Cham: Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-44184-5_180.

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Adeli, Hojjat, and Hongjin Kim. "Vibration Control of Structures." In Wavelet-Based Vibration Control of Smart Buildings and Bridges, 7–39. Boca Raton: CRC Press, 2022. http://dx.doi.org/10.1201/9780367813451-2.

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Balendra, T. "Wind Tunnel Studies of Buildings." In Vibration of Buildings to Wind and Earthquake Loads, 83–96. London: Springer London, 1993. http://dx.doi.org/10.1007/978-1-4471-2055-1_4.

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Atti di convegni sul tema "Buildings vibration"

Seto, Kazuto, Yoshihiro Toba, and Fumio Doi. "Active Vibration Control of a Triple Flexible Structures Combined With Actuators." In ASME 1995 Design Engineering Technical Conferences collocated with the ASME 1995 15th International Computers in Engineering Conference and the ASME 1995 9th Annual Engineering Database Symposium. American Society of Mechanical Engineers, 1995. http://dx.doi.org/10.1115/detc1995-0598.

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Abstract In order to realize living comfort of tall buildings by reducing the vibration of higher floors by strong winds, this paper proposes a new method of vibration control for flexible structures with a large scale. The higher a tall building the lower its natural frequency. Since obtaining sufficient force to control the lower frequency vibrations of tall buildings is a difficult task, controlling the vibration of ultra-tall buildings using active dynamic absorbers is nearly impossible. This problem can be overcome by placing actuators between a pair of two or three ultra-tall buildings a

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Köhserli, Mehmet, and Péter L. Várkonyi. "Vibration of structurally connected high-rise buildings under wind force." In IABSE Congress, Ghent 2021: Structural Engineering for Future Societal Needs. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2021. http://dx.doi.org/10.2749/ghent.2021.1598.

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<p>Cities are organized around various underlying networks but building structures do not follow this trend. The isolation of structural systems causes difficulties in the case of tall structures. We investigate the possibility of improving structural behaviour by organizing buildings into urban-scale structural networks, with focus on vortex-induced vibration. We review our recent work, in which randomly generated collections of high-rise buildings were examined by numerical simulation using a conceptual model of the network composed of springs and point masses. Here we examine the beha

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Iio, Chinori, Fadi Dohnal, Kazuto Seto, and Toru Watanabe. "Passive Vibration Control of Multi Buildings Connected With Hybrid Magnetorheological Damper." In ASME 2007 International Design Engineering Technical Conferences and Computers and Information in Engineering Conference. ASMEDC, 2007. http://dx.doi.org/10.1115/detc2007-35160.

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In this paper we propose a passive vibration control method for multiple high-rise buildings arranged in parallel. Using this method, it is possible to control vibrations of highrise buildings against strong winds and large earthquakes. In this study, two model buildings are connected with hybrid MR (Magneto-Rheological) damper. The objective of this research is to control the first and second bending modes of each building using the proposed method. The control effect is evaluated by exciting the base of the structures by time response and measuring the frequency response of the structures. B

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Shi, Jianjun, Meng Haili, and Wu Chunping. "Buildings' collapsing vibration caused by demolition blasting." In 2011 International Conference on Electric Technology and Civil Engineering (ICETCE). IEEE, 2011. http://dx.doi.org/10.1109/icetce.2011.5775993.

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Shein, Alexander, Alexander Chumanov, Artem Malkov, and Nikolay Laskov. "New vibration dampers for buildings and structures." In 13TH INTERNATIONAL SCIENTIFIC CONFERENCE ON AERONAUTICS, AUTOMOTIVE AND RAILWAY ENGINEERING AND TECHNOLOGIES (BulTrans-2021). AIP Publishing, 2022. http://dx.doi.org/10.1063/5.0100292.

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Al-Hulwah, Khalid I., and Reza Kashani. "Floor Vibration Control Using Three-Degree-of-Freedom Tuned Mass Dampers." In ASME 2004 International Mechanical Engineering Congress and Exposition. ASMEDC, 2004. http://dx.doi.org/10.1115/imece2004-60106.

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The use of high-strength material in buildings has resulted in the use of less building materials and, consequently, a high level of flexibility in buildings, making them vibration prone. For example, high-strength concrete has lowered the thickness of concrete slabs used in the floors of steel/concrete buildings, such as office buildings and shopping centers, resulting in excessive floor vibration stemming from heavy traffic and normal human activity. Although not dangerous, such vibration is highly annoying to the occupants of the building. The authors have been working on the use of three-d

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Shi, Weixing, Pengfei Wang, and Jinwei Huang. "Vibration Measurement and Control of Tall Building Floor System for Human Comfort." In 7th International Conference on Tall Buildings. Singapore: Research Publishing Services, 2009. http://dx.doi.org/10.3850/9789628014194_0024.

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Ng, C. L., K. C. Wong, David C. S. Lee, and Brian Lim. "The Application of Wind Tunnel Study and Vibration Control in Building Design." In 7th International Conference on Tall Buildings. Singapore: Research Publishing Services, 2009. http://dx.doi.org/10.3850/9789628014194_0061.

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Poston, Jeffrey D., R. Michael Buehrer, Americo G. Woolard, and Pablo A. Tarazaga. "Indoor positioning from vibration localization in smart buildings." In 2016 IEEE/ION Position, Location and Navigation Symposium (PLANS). IEEE, 2016. http://dx.doi.org/10.1109/plans.2016.7479722.

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Rapporti di organizzazioni sul tema "Buildings vibration"

Jendrzejczyk, J. A., M. W. Wambsganss, and R. K. Smith. General vibration monitoring: Utility Building, August 1992. Office of Scientific and Technical Information (OSTI), October 1993. http://dx.doi.org/10.2172/10188973.

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Royston, T. J. Vibration characteristics of an APS lab facility in Building 401. Office of Scientific and Technical Information (OSTI), January 1998. http://dx.doi.org/10.2172/564271.

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