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Relevant bibliographies by topics / Nonstructural damage

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Academic literature on the topic 'Nonstructural damage'

Author: Grafiati

Published: 10 March 2023

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Journal articles on the topic "Nonstructural damage"

1

McKevitt, W. E., P. A. M. Timler, and K. K. Lo. "Nonstructural damage from the Northridge earthquake." Canadian Journal of Civil Engineering 22, no. 2 (1995): 428–37. http://dx.doi.org/10.1139/l95-051.

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The occurrence of the January 17, 1994, Northridge earthquake prompted site visits by teams of Canadian engineers to study the effects of the earthquake. This paper summarizes the observations of nonstructural damage to commercial, institutional, industrial, and utility facilities in the Northridge area. The performance of nonstructural components recorded in this paper is correlated to available estimates of ground acceleration at each site. Nonstructural damage was extensive throughout the area. The examples chosen include a broad range of representative damage. Some examples of well-perform

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2

Wang, Duo Zhi, and Jun Wu Dai. "Research Status for Nonstructural Components under Severe Earthquake." Applied Mechanics and Materials 477-478 (December 2013): 1042–45. http://dx.doi.org/10.4028/www.scientific.net/amm.477-478.1042.

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This paper introduces the seismic damage of nonstructural system under severe earthquake at home and abroad. Then seismic research on nonstructural system is little, and that does not match to severe damage, especially the nonstructural system cost high proportions of total price. Damage of nonstructural system has affected people in the life and property safety in the earthquake. Moreover, the paper pays more attention to ceiling system under seismic.

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Xu, Zhen, Huazhen Zhang, Wei Wei, and Zhebiao Yang. "Virtual Scene Construction for Seismic Damage of Building Ceilings and Furniture." Applied Sciences 9, no. 17 (2019): 3465. http://dx.doi.org/10.3390/app9173465.

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A valid seismic damage scene for indoor nonstructural components is critical for virtual earthquake safety drills which can teach occupants how to survive in earthquakes. A virtual scene construction method for the seismic damage of suspended ceilings and moveable furniture is proposed based on FEMA P-58 and a physics engine. First, a modeling framework is designed based on building information modeling (BIM) to create consistent structural and scene models for the subsequent structural time-history analysis (THA) and scene construction. Subsequently, FEMA P-58 is employed to determine the dam

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Chu, Xin, James M. Ricles, and Shamim N. Pakzad. "Seismic Fragility Analysis of the Smithsonian Institute Museum Support Center." Earthquake Spectra 33, no. 1 (2017): 85–108. http://dx.doi.org/10.1193/123115eqs193m.

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This paper presents the seismic fragility assessment of the Smithsonian Institute Museum Support Center (MSC), which sustained appreciable damage during the 2011 Virginia earthquake. A three-dimensional (3-D) finite element model (FEM) for the building was created and validated using measured dynamic characteristics determined from field vibration test data. Two suites of bidirectional ground motions at different hazard levels were applied to the FEM to generate fragility curves for structural as well as nonstructural (storage cabinets) damage. The effect of brace yielding strength on structur

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Nitta, Yoshihiro, Akira Nishitani, Atusmi Iwasaki, Morimasa Watakabe, Shinsuke Inai, and Iwao Ohdomari. "Damage Assessment Methodology for Nonstructural Components with Inspection Robot." Key Engineering Materials 558 (June 2013): 297–304. http://dx.doi.org/10.4028/www.scientific.net/kem.558.297.

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This paper proposes a damage assessment methodology for the non-structural elements, especially ceiling elements of a building, utilizing an inspection robot. The developed inspection robot equipped with a wireless camera and data processing function has a capability of providing valuable information for the repair and maintenance decision making of a damaged structure. The inspection robots will be able to estimate the damage condition without any process of engineers on-site-inspection involved. The robots also can gather the static data of the nonstructural elements from the sensor, which a

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Graham, Wayne J., and Chih Ted Yang. "Dam Safety and Nonstructural Damage Reduction Measures." Water International 21, no. 3 (1996): 138–43. http://dx.doi.org/10.1080/02508069608686507.

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Wang, Duo Zhi, and Jun Wu Dai. "Seismic Damage of Suspended System in Lushan Earthquake." Applied Mechanics and Materials 477-478 (December 2013): 1038–41. http://dx.doi.org/10.4028/www.scientific.net/amm.477-478.1038.

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The seismic damage of nonstructural system is severely, and has affect escaped from building and rescue. Suspending system is the typical one of the nonstructural system. This paper investigated the seismic damage of suspending system in Lushan earthquake. Suspending system of many buildings are failure, especially for the hospital and gymnasium which is used for disadvantaged group and rescue. Moreover, design of suspending systerm is lack of industrial standards, so much attention should be paid.

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Miranda, Eduardo, Gilberto Mosqueda, Rodrigo Retamales, and Gokhan Pekcan. "Performance of Nonstructural Components during the 27 February 2010 Chile Earthquake." Earthquake Spectra 28, no. 1_suppl1 (2012): 453–71. http://dx.doi.org/10.1193/1.4000032.

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The 27 February 2010 Chile earthquake caused widespread nonstructural damage in practically all types of buildings. While few commercial, residential, office, and industrial buildings suffered structural damage, the functionality of many more facilities was disrupted, and significant economic losses were reported due mainly to nonstructural damage. Design requirements for nonstructural components in Chilean design codes are rarely enforced, unless explicitly requested by owners. In addition, construction predating modern codes has not been upgraded to current standards, even for such critical

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9

Barbosa, Andre R., Larry A. Fahnestock, Damon R. Fick, et al. "Performance of Medium-to-High Rise Reinforced Concrete Frame Buildings with Masonry Infill in the 2015 Gorkha, Nepal, Earthquake." Earthquake Spectra 33, no. 1_suppl (2017): 197–218. http://dx.doi.org/10.1193/051017eqs087m.

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Following the 25 April 2015 Mw 7.8 Gorkha, Nepal, earthquake and subsequent aftershocks, field surveys were conducted on medium-to-high rise reinforced concrete (RC) frame buildings with masonry infill located in the Kathmandu Valley. Rapid visual assessment, ambient vibration testing, and ground-based lidar (GBL) showed that these buildings suffered damage ranging from light to severe, where damage occurred in both structural and nonstructural elements, but was most prevalent in nonstructural masonry infills. Finite-element structural analyses of selected buildings corroborate field observati

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Wang, Duozhi, Junwu Dai, and Xiaoqing Ning. "Shaking table tests of typical B-ultrasound model hospital room in a simulation of the Lushan earthquake." Bulletin of the New Zealand Society for Earthquake Engineering 49, no. 1 (2016): 116–24. http://dx.doi.org/10.5459/bnzsee.49.1.116-124.

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Earthquakes have again highlighted the vulnerability of China’s health facilities. The current investigation of the seismic status of hospital facilities was conducted after the Lushan MW6.6 earthquake, and both structural and nonstructural damage are listed. Structural and nonstructural damage of four typical hospitals and clinics are discussed here. Structural damage is here described alongside damage to architectural elements, equipment, and furnishings caused by earthquakes. This investigation indicated that the hospital facilities can lose partial or full functionality due to nonstructura

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Dissertations / Theses on the topic "Nonstructural damage"

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Kelley, Donald M. "The integration of nonstructural methods into flood loss reduction programs : an evaluation of a remaining obstacle /." This resource online, 1986. http://scholar.lib.vt.edu/theses/available/etd-08222008-063409/.

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Kelley, Donald M. "The integration of nonstructural methods into flood loss reduction programs:an evaluation of a remaining obstacle." Thesis, Virginia Tech, 1986. http://hdl.handle.net/10919/34706.

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<p>Current U.S. Army Corps of Engineers water resources planning guidance directs the planners to consider all design alternatives with economic efficiency as the primary criterion. Recent criticism of the flood loss reduction planning is directed at the Corps. One criticism is that the traditional design practices of the Corps address only large flood events. The emphasis on large flood events precludes the use of nonstructural methods, whose economically feasible range is at smaller scales. However, the advantage of having nonstructural measures available to federal water resources planners

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Kumar, Sushant. "Structural Studies on DNA Damage Inducible Protein 1 (Ddi1) of Leishmania and the Rotavirus Nonstructural Protein NSP4." Thesis, 2016. http://hdl.handle.net/2005/3018.

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Structuraj investigations on the Ddi1 (DNA-damage inducible protein 1) of Leishmania major and on the rotavirus nonstructural protein NSP4 were carried out. Ddi1 belongs to the ubiquitin receptor family of proteins. One of its domains is similar to the retroviral aspartic proteinases. It has been shown that this domain is the target of HIV-protease inhibitors that were being used in the treatment of AIDS and it was observed that these drugs effectively controlled opportunistic diseases caused by many parasitic protozoa such as Leishmania and Plasmodium species. The retroviral protease-like dom

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Hsiao, Yu-Ling, and 蕭玉翎. "Pathological effects of antibodies against dengue virus nonstructural protein 1 in liver damage and endothelial cell activation." Thesis, 2003. http://ndltd.ncl.edu.tw/handle/20832160480205379025.

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碩士<br>國立成功大學<br>微生物暨免疫學研究所<br>91<br>Dengue virus (DV) infection causes dengue fever or severe life-threatening dengue hemorrhagic fever/dengue shock syndrome (DHF/DSS). However, the pathogenesis of DHF/DSS is still not well understood. Previous studies in our laboratory showed that the AST and ALT, but not BUN, in mouse sera increased after either active immunization with DV nonstructural protein 1 (NS1) or passive administration with anti-DV NS1 antibodies (Abs). Furthermore, anti-DV NS1 Abs could bind to mouse vessel endothelium in inferior vena. In this study, we investigate the potential p

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Ying-LiehTu and 凃英烈. "A Study on Earthquake Damage Probability Curves of Nonstructural Components in Buildings – Illustrated by Hospital and School Buildings." Thesis, 2012. http://ndltd.ncl.edu.tw/handle/26011583059215953922.

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博士<br>國立成功大學<br>建築學系碩博士班<br>100<br>The damage of nonstructural components resulting in interruption of emergency medical care in hospital and emergent shelters for the local residents in school which can happen when hospitals or school experience a larger seismic intensity scale. Hence, the seismic-resistant capacity of structure and nonstructural component of hospital or school buildings have to be raised at the same time. In this study, 41 hospital buildings in the Chi-Chi earthquake and 56 school buildings in the Taitung earthquake on April 1st and the Heng-Chun earthquake on December 26th

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Ierimonti, Laura. "Life-cycle cost-based design of wind excited tall buildings." Doctoral thesis, 2018. http://hdl.handle.net/2158/1129235.

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In this thesis a practical design tool based on Life-Cycle Cost Analysis (LCCA) is proposed for wind-sensitive structures. A cost-based approach can broaden the perspective of managers and stakeholders in order to choose the best design solution on the basis of the monetary losses expected during the structure lifetime. In this context, an automated and computationally efficient procedure named Life-Cycle Cost Wind Design (LCCWD) is developed for the design of tall structures. All the key aspects related to wind engineering are considered: the characterization of the wind load and o

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Books on the topic "Nonstructural damage"

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Fierro, Eduardo A. Reducing the risks of nonstructural earthquake damage: A practical guide. 3rd ed. Federal Emergency Management Agency, 1994.

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2

Reitherman, Robert. Reducing the risks of nonstructural earthquake damage: A practical guide. 2nd ed. Bay Area Regional Earthquake Preparedness Project, 1985.

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3

K, Eisner Richard, Reitherman Robert 1950-, Bay Area Regional Earthquake Preparedness Project., California Seismic Safety Commission, and United States. Federal Emergency Management Agency., eds. Reducing the risks of nonstructural earthquake damage: A practical guide. 2nd ed. Bay Area Regional Earthquake Preparedness Project, 1985.

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4

Nonstructural seismic damage: An annotated bibliography. National Hazards Research Program, AIA/ACSA Council on Architectural Research, 1993.

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5

Interim testing protocols for determining the seismic performance characteristics of structural and nonstructural components. Federal Emergency Management Agency, 2007.

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Book chapters on the topic "Nonstructural damage"

1

"Nonstructural Damage." In Christchurch, New Zealand, Earthquakes of 2010 and 2011, Lifeline Performance. American Society of Civil Engineers, 2016. http://dx.doi.org/10.1061/9780784414217.ch17.

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Conference papers on the topic "Nonstructural damage"

1

Perry, Cynthia, Maryann Phipps, and Ayse Hortacsu. "Reducing the Risks of Nonstructural Earthquake Damage." In ATC and SEI Conference on Improving the Seismic Performance of Existing Buildings and Other Structures. American Society of Civil Engineers, 2009. http://dx.doi.org/10.1061/41084(364)62.

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2

Lin, Li, Minyuan Huang, Duozhi Wang, and Xiqing Song. "Seismic Damage of Nonstructural System in Space Structures." In 2015 International Conference on Intelligent Transportation, Big Data & Smart City (ICITBS). IEEE, 2015. http://dx.doi.org/10.1109/icitbs.2015.179.

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Perry, Cynthia, Ayse Hortacsu, Maryann Phipps, and Michael Mahoney. "Reducing the Risks of Nonstructural Earthquake Damage: New Tools for Design Professionals." In Architectural Engineering Conference (AEI) 2011. American Society of Civil Engineers, 2011. http://dx.doi.org/10.1061/41168(399)46.

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Yan, Guirong, Scott Jemison, Qiuhua Duan, and Ruoqiang Feng. "Detection of Pretension Loss of Cable-Net Structures." In ASME 2015 Conference on Smart Materials, Adaptive Structures and Intelligent Systems. American Society of Mechanical Engineers, 2015. http://dx.doi.org/10.1115/smasis2015-8978.

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Due to aesthetic shapes, light weight and flexibility, cable-net structures have been widely used as roofs for venues where many people assemble, such as sports stadiums/arenas and gymnasiums. Failure of this type of structure may endanger the safety of many people. This type of structure consists of a separate grid of structural cables supporting a nonstructural weather shield. It is well known that the stiffness of this type of structure is established by pretension in the cables. Part of the pretension in the cables will be lost as time evolves. The detection of the pretension loss in cable

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Liao, Wen-I., and Juin-Fu Chai. "Seismic Performance of Raised Floor System by Shake Table Excitations." In ASME 2008 Pressure Vessels and Piping Conference. ASMEDC, 2008. http://dx.doi.org/10.1115/pvp2008-61309.

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Seismic performance of nonstructural elements such as the raised floor system has not attracted much attention. However, damage of expensive equipments that stand in the raised floor system of high-tech FAB was often observed during past earthquake in Taiwan area. This will result in huge loss of manufacturing functions and properties for the high-tech industry. There is a need to understand the dynamic characteristics of the raised floor system for future seismic protection. This paper presents the seismic performance of raised floor system by shake table excitations. The tested raised floor

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Adiyanto, Mohd Irwan, Taksiah A. Majid, and Fadzli Mohamed Nazri. "Nonstructural damages of reinforced concrete buildings due to 2015 Ranau earthquake." In PROCEEDING OF THE 3RD INTERNATIONAL CONFERENCE OF GLOBAL NETWORK FOR INNOVATIVE TECHNOLOGY 2016 (3RD IGNITE-2016): Advanced Materials for Innovative Technologies. Author(s), 2017. http://dx.doi.org/10.1063/1.4993403.

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7

Lin, Fan-Ru, Kuo-Chun Chang, Juin-Fu Chai, et al. "Experimental Study on Seismic Behavior of a Typical Sprinkler Piping System in Hospitals." In ASME 2014 Pressure Vessels and Piping Conference. American Society of Mechanical Engineers, 2014. http://dx.doi.org/10.1115/pvp2014-29114.

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Based on the immediate needs of emergency medical services provided by hospitals after strong earthquakes, this paper is to introduce a research program on assessment and improvement strategies for typical configuration of sprinkler piping systems in hospitals. The study involved component tests and subsystem tests. Cyclic loading tests were conducted to investigate inelastic behavior of components including concrete anchorage, screwed fittings of small bore piping and mechanical couplings. Parts of horizontal piping systems of the aforementioned seismic damaged sprinkler piping system were te

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