Relevant bibliographies by topics / Buildings vibration

Contents

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

Academic literature on the topic 'Buildings vibration'

Author: Grafiati
Published: 4 June 2021
Last updated: 20 February 2023

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Journal articles on the topic "Buildings vibration"

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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 to develop a data-driven cascaded state-space model, which can be applied to planned over-track buildings located in track areas to predict and assess whether train-induced vibrations would adversely affect the buildings’ future occupants. Vibration levels in the platform of the building’s columns were used as inputs to the models, thereby avoiding the complexity of modeling the transfer behavior of the platform. The predicted vibration levels corresponded with measurements in the existing building. This comparison validated the use of the model for future residential buildings where the predictions indicate that the impacts on its occupants will be within the applicable criteria.
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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 designing vibration protection measures and to analytically predict vibration effects in buildings. This analysis can be performed after measuring the vibration of rail transport on the ground surface.
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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 the study refers to the creation of dynamic models of buildings with the use of the ‘Diana’ software program and analysis of their responses to railway vibrations. The thresholds specified by the standard in any of the train speeds of up to 250 km/h were not exceeded. Nevertheless, propagation of vibrations induced by train passages and their effect on the structural response of buildings is a complex phenomenon. Without in situ measurements, it is hard to assess the impact of induced vibrations on buildings. As proven in the paper, a train moving on a track at various speeds does not uniformly make the vibration greater in each frequency band.
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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 source, and the energy loss occurs due to transfer through the soil to the recipients. The impact of tram-induced vibrations on earthquake-damaged buildings in the city of Zagreb is investigated in this paper. The analysis is conducted on a tramway network scale to identify critical locations by performing continuous monitoring on the tramway network and risk analysis based on the distance of buildings from the track, vibration amplitude at source, and building damage. Further investigation is based on the level of buildings to evaluate the influence of vibrations on actual buildings damaged in the Zagreb earthquake. Based on detailed signal analysis, the vibration characterization is performed, and the influence on damaged masonry buildings is evaluated.
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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 vibration propagation through vibration-insulated floors were found. Using the data obtained in this study, vibration effects in buildings located near vibration sources can be estimated, vibration protection measures can be developed.
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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 projects are often located in geologically sensitive areas, while the influences of the encountered geological problems on the generation and propagation of structural vibration and structure-radiated noise within the buildings are not yet clear. Hence, this paper presents a method of studying the train-induced vibration transmission from the ground up into the buildings and the structure-radiated noise within the building. The method consists of a train-track model, track-soil-building model, and structure-radiated noise simulation. The impact of soil properties on the building vibration and structure-radiated noise is analyzed and ground-improvement measures are proposed in order to mitigate vibration and structure-radiated noise within buildings. The results show that the interaction between soil and structure has a great impact on vibration transmission from the ground into the building. Good foundations reduce vibration transmission from ground soil up into the building and lead to a lower level of structure-radiated noise. Ground improvements increase the impedance of ground soil, thereby weakening the vibration transmission and lowering the structure-radiated noise.
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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 the particle velocity and frequency were determined. Hygienic standards for the inhabitants of the housing were applied, which assessed the impact of the vibration on humans through the measurement of the vibration acceleration in the housing. In this article, the results of the research carried out in Trebejov Quarry are presented. The experimental blasts carried out in Trebejov Quarry proved that the reduction in the vibration intensity under the value 2 mm.s−1 led to the satisfaction of the inhabitants.
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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 and amplification features on the building were examined. Peak particle velocities often exceeded previously established thresholds for human perception and in some cases for structural damage. These are evaluated with respect to the building’s condition.
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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 the sound vibration along the height of the building for a specic construction type, demonstrating how the attenuation and amplication parameters can be calculated. For this particular building type, a notable amplication of the vibration due to floor and other structural resonances was found, whereas the vibration and hence the radiated noise levels are similar from the first floor up. An overall building amplication factor is proposed, taking into account all the above mentioned transmission mechanisms.
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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 and vibration are needed. One of that kind solution could be vibro-acoustic floor which can reduce impact sounds and vibrations. A flooring system that insulates both acoustically and vibrantly is a common solution to reduce noise coming from impact sounds or to propagate from lower levels to higher ones and to limit the influence of vibration on people receiving vibration in buildings passively. The flooring system should therefore be capable to damp vibrations up to 100 Hz and have sound insulation of min. 25 dB. The composition of vibration insulation materials and their material parameters will be selected to optimize the acoustic and vibration protection. At the same time, the acoustic and vibration-insulating flooring system should have all the functional features that are common to the floor: ease of installation and adequate rigidity. In paper three types of vibro-acoustic floors will be considered: with full vibro-insulation, with insulation strips and with point insulation. Advantages and disadvantages of these three considered solutions will be presented. The paper is pilot study to in-situ measurement which will be held under the project of EU commission support.
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Dissertations / Theses on the topic "Buildings vibration"

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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 possible to gain valuable information with a small amount of measuring points in a field measurement by comparing the data with an analytical model and a finite element model. The field measurement consisted of excitation from an impulse hammer from two excitation points and three accelerometers placed on each side of the junctions and on both sides of the separating wall. The measurement took place in a office building, with no information about the structure other than length, width and thickness of the elements.The reduction over the junctions varied with frequency and no general conclusion could be made about the transmission paths. The results showed high vibration reduction over the junction in low frequencies which then decreased in higher frequencies. Measurement results in low frequencies coincided with the analytical model, that vibration reduction is high over a junction for lighter separating walls in low frequencies and decrease quickly as frequency increases. Different results over each junction was obtained depending on excitation point, which indicates that there is flanking transmission along with the fact that it is a complex coupled system.
Strukturburet ljud kan färdas flera olika vägar från ett kontor till ett annat och att ljudisolera en specifik vägg kan vara svårt då alla byggnadselement är ihopkopplade och skapar ett kopplat system. Den nuvarande metoden ingenjörer använder för att undersöka transmissionsvägar mellan rum är att skapa modeller i datorprogram där antaganden att byggnadselementen är fast inspända eller fritt upplagda är gjorda. Standardiserade mätmetoder använder sig av en stor mängd mätpunkter på båda sidor om knutpunkterna och excitationer över stora ytor. Den här studien avser att undersöka möjligheten att erhålla värdefull information med ett fåtal mätpunkter i en fältmätning genom att jämföra den samlade mätdatan med en analytisk modell och en FEM modell. Fältmätningen består av excitation med en impulshammare i två excitationspunkter och tre accelerometrar på vardera sida om knutpunkterna och båda sidor om skiljeväggen. Mätningen utfördes i en kontorsbyggnad, utan någon information om strukturen förutom längd, bredd och tjocklek på byggnadselementen.Reduktionen över knutpunkterna varierade i frekvens och inga generella slutsatser kunde göras angående transmissionsvägar. Resultaten visade hög reduktion i vibrationsskillnad över knutpunkterna i låga frekvenser vilket minskade med ökad frekvens. Mätningsresultaten stämde överens med den analytiska modellen i låga frekvenser, med avseende på att reduktionen över knutpunkter med lätt skiljevägg är hög i låga frekvenser och avtar med ökad frekvens. Resultaten över knutpunkterna var beroende på val av excitationspunkt vilket indikerar att mätresultaten innehåller flankerande transmissioner och att det är ett komplext kopplat system.
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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-loop frequency response simulation, open-loop earthquake simulation, and the closed-loop earthquake simulation were all used to initially evaluate the reduced models. The accuracy of the frequency responses was assessed with sinusoidal applied forces, and for the closed-loop dynamic analysis, an active mass damper at the top storey and a recorded earthquake excitation was used. When compared with the simulation results of the Guyan method, the Dynamic method has many advantages, especially in terms of its accuracy at the high frequency range. The Mode-displacement method produces reduced models that are good for dynamic analysis of open-loop systems, but it was found to be inconvenient for use in active control. Finally, the Dynamic model reduction method and Guyan method were compared using experimental test results. A 2.5m tall building model with 20 floors was used as the plant, with a linear motor installed at the top storey for the purposes of active-damping. Although the results of simulations would suggest that both models perform sufficiently, experimental testing proved that only the Dynamic model performs adequately for this specific application of active control. The problem associated with most model reduction methods, such as the Guyan, is that they are based on full-order models that were derived from the linear elastic theory. The versatility of the Dynamic model reduction method is such that it provides the option of obtaining system parameters directly from experiment, not just from theory. The experimental procedure ensures that the Dynamic model reduction method forms an accurate description of the real system dynamics. The applicability of this method for obtaining low-order plant models was demonstrated through real-time active control testing of the model structure, while it was subject to a sinusoidal excitation. The tests have shown that the Dynamic model reduction method can be used as an alternative approach for the model reduction of structural systems for the purpose of active vibration control.
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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.
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 method (MMSE) and an improved method (MCA-DI) were proposed based on the comparative study and verified through experimental testing of a laboratory scale asymmetric setback structure model.
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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 magnitude, the vibration frequency, the direction of vibration and the presence of noise. Two laboratory experiments were concerned with how annoyance caused by railway-induced building vibration depends on the magnitude of vibration and on how often trains pass. A trade-off was determined between the number of trains and the vibration magnitude which indicated a fourth power relation between magnitude and duration. The relation supports the use of the vibration dose value as a method of vibration assessment. Two further experiments were conducted to determine the subjective equivalence of noise and vibration and to investigate the interaction and combined effects of the two stimuli. The results suggest that vibration does not influence the assessment of noise but that the assessment of vibration can be increased or reduced by the presence of noise, depending on the relative magnitudes of the vibration and noise. A fifth experiment was performed to investigate the influence on annoyance of vibration frequency, vibration magnitude and vibration direction. Vibration frequency weightings were determined to describe subjective response to whole-body vibration at low magnitudes such as occurs in buildings. The results indicate that the weightings in British Standard 6841 (1987) provide a reasonable approximation to the frequency dependence of response to whole-body vibration at low magnitudes. In the final experiment the previous findings were combined to provide a general method of predicting the relative annoyance from complex conditions of railway vibration and noise. The method was shown to provide a more accurate prediction of the relative annoyance from railway vibration and noise than methods based on the influence of noise or vibration alone.
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Books on the topic "Buildings vibration"

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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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Book chapters on the topic "Buildings vibration"

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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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Conference papers on the topic "Buildings vibration"

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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 and using the vibrational force of each building to offset the vibrational movement of its paired mate. Therefore, it is able to obtain enough control force under the low frequency when the proposed method is used. In this paper, a reduced-order model expressed by 2DOF system under taking into consideration for preventing spillover instability is applied to control each flexible structure. The LQ control theory is applied to the design of such a control system. The effectiveness of this method is demonstrated theoretically as well as experimentally.
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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 behaviour of a realistic collection of buildings, generated by considering the existing building stock and urban fabric of Midtown Manhattan. The new simulation results suggest that connections among the buildings would enable the application of significantly softer bracing systems. This finding suggests that urban-scale structural networks is a promising direction of urban development.</p>
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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 behaviour of a realistic collection of buildings, generated by considering the existing building stock and urban fabric of Midtown Manhattan. The new simulation results suggest that connections among the buildings would enable the application of significantly softer bracing systems. This finding suggests that urban-scale structural networks is a promising direction of urban development.</p>
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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. Both simulation and experimental results show that fairly good control performance has been achieved by this method.
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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-degree-of-freedom (3-DOF) tuned mass dampers (TMD) to abate floor vibration. Such TMDs can provide improved effectiveness over a traditional one-degree-of-freedom TMD and yet possess all of the attractive features of a traditional TMD; namely, simplicity and low cost. As in a 1-DOF TMD, this device will be installed on a concrete floor slab, at an optimally designed/chosen location.
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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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Reports on the topic "Buildings vibration"

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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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