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Journal articles on the topic 'Non structural components'

Author: Grafiati

Published: 4 June 2021

Last updated: 26 July 2025

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1

Prieto, M., J. A. López, A. M. Varela, C. Muñoz-Tuñón, and S. Gottesman. "Structural Components of NGC 5850." International Astronomical Union Colloquium 157 (1996): 480–82. http://dx.doi.org/10.1017/s0252921100050272.

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AbstractHere we present a study of the structural components of the barred galaxy NGC 5850 using U, B and I photometry. After subtracting a bulge+disk model from the observed image, we obtain the bar and other non-axisymmetric structures. We determine the position of the ILR from the ellipticity and position angle profiles of the isophotes.

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2

Lopez Garcia, D., and T. T. Soong. "Sliding fragility of block-type non-structural components. Part 1: Unrestrained components." Earthquake Engineering & Structural Dynamics 32, no. 1 (2002): 111–29. http://dx.doi.org/10.1002/eqe.217.

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3

Lopez Garcia, D., and T. T. Soong. "Sliding fragility of block-type non-structural components. Part 2: Restrained components." Earthquake Engineering & Structural Dynamics 32, no. 1 (2002): 131–49. http://dx.doi.org/10.1002/eqe.218.

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4

Cecilia, A. Geronimo, Teddy L. Manuel Radger, and May N. Rivera Charlene. "Monitoring of structural health and safety of Flores Hall and Valencia Hall: Inputs for repair, renovation and retrofitting phase I." Global Journal of Engineering and Technology Advances 11, no. 1 (2022): 001–12. https://doi.org/10.5281/zenodo.6961015.

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The study focused on evaluating the structural health and safety of Flores Hall and Valencia Hall. The parameters used were the age of the building, carrying capacity or a number of occupants, the position or location, and geological and hazard maps, including building adjacency and the current state of structural members. The researchers used rapid visual screening in identifying observable hazards in terms of structural and non – structural components and utilized the mixed method of research. A rapid visual screening checklist was developed and followed by an interview to support the

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5

Mashal, Mustafa, Alessandro Palermo, and Gavin Keats. "Innovative metallic dissipaters for earthquake protection of structural and non-structural components." Soil Dynamics and Earthquake Engineering 116 (January 2019): 31–42. http://dx.doi.org/10.1016/j.soildyn.2018.10.002.

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6

Tortone, Claudia Andrea, and Delia Susana Oriani. "Environmental mycobacteria: structural and non structural components that demonstrate its potential as opportunistic pathogens." Ciencia Veterinaria 17, no. 1 (2015): 91–109. http://dx.doi.org/10.19137/cienvet2015-1717.

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7

Samsuddin, N. M., R. Takim, A. H. Nawawi, M. R. Rosman, and S. N. A. SyedAlwee. "Non-structural Components influencing Hospital Disaster Preparedness in Malaysia." IOP Conference Series: Earth and Environmental Science 140 (April 2018): 012007. http://dx.doi.org/10.1088/1755-1315/140/1/012007.

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8

Lee, Tae-Hyung, Mikiko Kato, Tomohiro Matsumiya, Keiichiro Suita, and Masayoshi Nakashima. "Seismic performance evaluation of non-structural components: drywall partitions." Earthquake Engineering & Structural Dynamics 36, no. 3 (2007): 367–82. http://dx.doi.org/10.1002/eqe.638.

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9

Lam, Nelson, and Emad Gad. "Overturning of Non-Structural Components in Low-Moderate Seismicity Regions." Electronic Journal of Structural Engineering, no. 01 (March 28, 2008): 121–32. http://dx.doi.org/10.56748/ejse.9201.

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The objective of this paper is to review key issues concerned with the proper engineering of non-structural components in buildings for their safe and satisfactory performances in projected seismic conditions in regions of low and moderate seismicity. Initially, the paper provides an overview of the conventional force-based provisions for the calculation of the required strengths for full restraints of non-structural components. Given the relatively small displacement demand of the ground in conditions of low and moderate seismicity, provisions for protection of non-structural components shoul

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10

KASAI, Kazuhiko, Shingo KOMATSU, Sayumi KONDO, and Nozomi AKATSUKA. "SEISMIC RESPONSE SPECTRUM RULE FOR NON-STRUCTURAL COMPONENTS IN BUILDINGS." Journal of Structural and Construction Engineering (Transactions of AIJ) 84, no. 758 (2019): 489–99. http://dx.doi.org/10.3130/aijs.84.489.

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11

Lima, Carmine, and Enzo Martinelli. "Seismic Response of Acceleration-Sensitive Non-Structural Components in Buildings." Buildings 9, no. 1 (2018): 7. http://dx.doi.org/10.3390/buildings9010007.

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This paper aims at highlighting the main mechanical parameters controlling the behavior of the so-called ‘acceleration-sensitive’ non-structural components (NSCs). The first reports a short review of the current state of knowledge and the critical issues dealing with the prediction of the seismic response of NSCs. Then, the paper presents the results of a numerical parametric analysis intended to capture the key features of the coupled dynamic response of a two-degree-of-freedom (2DOF) system supposed to be representative of both main structure and ‘non-structural’ component (NSC). The main pa

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12

Li, Bing, Graham L. Hutchinson, and Colin F. Duffield. "The influence of non-structural components on tall building stiffness." Structural Design of Tall and Special Buildings 20, no. 7 (2009): 853–70. http://dx.doi.org/10.1002/tal.565.

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13

Mohsenian, Vahid, Nima Gharaei-Moghaddam, and Iman Hajirasouliha. "Multilevel seismic demand prediction for acceleration-sensitive non-structural components." Engineering Structures 200 (December 2019): 109713. http://dx.doi.org/10.1016/j.engstruct.2019.109713.

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14

Uma, S. R., John X. Zhao, and Andrew B. King. "Seismic actions on acceleration sensitive non-structural components in ductile frames." Bulletin of the New Zealand Society for Earthquake Engineering 43, no. 2 (2010): 110–25. http://dx.doi.org/10.5459/bnzsee.43.2.110-125.

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Earthquake loadings standard NZS 1170.5:2004 has introduced new provisions for the design of building parts and non-structural components. The provisions include factors to define peak floor acceleration up the height of a building, and acceleration response amplifications for components that are quite different from overseas counterparts. In this study, acceleration demands on non-structural components located in ductile frame buildings are analysed under earthquake records from crustal and slab events, for design levels representing ultimate limit state and serviceability limit state.

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15

Dhakal, Rajesh P. "Damage to non-structural components and contents in 2010 Darfield earthquake." Bulletin of the New Zealand Society for Earthquake Engineering 43, no. 4 (2010): 404–11. http://dx.doi.org/10.5459/bnzsee.43.4.404-411.

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This paper describes the performance of (or damage to) non-structural components and contents in buildings during the 4th September 2010 Darfield (Canterbury) earthquake and the subsequent aftershocks. Even in buildings with little damage to their structural systems, non-structural and content damages were significant; and these damages were reported to have increased during the aftershocks (especially those of magnitude 5 and higher). Most commonly damaged non-structural components were brick chimneys, parapets, ceilings, facades, internal walls and windows. The nature and extent of damages i

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16

SHUBBAR, ALI, Zainab Al-khafaji, Mohammed Nasr, and Mayadah Falah. "USING NON-DESTRUCTIVE TESTS FOR EVALUATING FLYOVER FOOTBRIDGE: CASE STUDY." Knowledge-Based Engineering and Sciences 1, no. 01 (2020): 23–39. http://dx.doi.org/10.51526/kbes.2020.1.01.23-39.

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The concrete structures deterioration in the last few decades required effective methods for evaluating and maintaining the structure condition. Currently, assessing the performance and safety of reinforced concrete (RC) structures relies on routine-based visual inspection (VI). However, there are another non-destructive test (NDT) technique that can provide a more accurate assessment of the structures. Thus, in this study, a footbridge located in Liverpool, UK is chosen as a case study and has NDT techniques used for assessment. The main objective of this research is to determine the conditio

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17

Bhavani, B. D., S. P. Challagulla, E. Noroozinejad Farsangi, I. Hossain, and M. Manne. "Enhancing Seismic Design of Non-structural Components Implementing Artificial Intelligence Approach: Predicting Component Dynamic Amplification Factors." International Journal of Engineering 36, no. 7 (2023): 1211–18. http://dx.doi.org/10.5829/ije.2023.36.07a.02.

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18

Schmidt, Reinhard. "Updating non-linear components." Mechanical Systems and Signal Processing 8, no. 6 (1994): 679–90. http://dx.doi.org/10.1006/mssp.1994.1048.

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19

Attar, M., A. Karrech, and K. Regenauer-Lieb. "Non-linear modal analysis of structural components subjected to unilateral constraints." Journal of Sound and Vibration 389 (February 2017): 380–410. http://dx.doi.org/10.1016/j.jsv.2016.11.012.

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20

Liu, Kai-Xuan, Hong-Qiang Li, Jie Zhang, Zhi-Guo Zhang, and Jian Xu. "The effect of non-structural components and lignin on hemicellulose extraction." Bioresource Technology 214 (August 2016): 755–60. http://dx.doi.org/10.1016/j.biortech.2016.05.036.

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21

HUANG, Haoyu, Jeremy KNOPP, Manabu TSUNOKAI, and Hiroo ASADA. "Optimization of non-periodic inspection of structural components by Bayesian approach." Mechanical Engineering Journal 5, no. 5 (2018): 18–00157. http://dx.doi.org/10.1299/mej.18-00157.

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22

De Biasio, Marco, Stephane Grange, Frederic Dufour, Frederic Allain, and Ilie Petre-Lazar. "Intensity measures for probabilistic assessment of non-structural components acceleration demand." Earthquake Engineering & Structural Dynamics 44, no. 13 (2015): 2261–80. http://dx.doi.org/10.1002/eqe.2582.

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23

Su, R. K. L., A. M. Chandler, M. N. Sheikh, and N. T. K. Lam. "Influence of non-structural components on lateral stiffness of tall buildings." Structural Design of Tall and Special Buildings 14, no. 2 (2005): 143–64. http://dx.doi.org/10.1002/tal.266.

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24

Ding, X., M. Liapopoulou, and A. Y. Elghazouli. "Seismic response of non-structural components in multi-storey steel frames." Journal of Constructional Steel Research 213 (February 2024): 108398. http://dx.doi.org/10.1016/j.jcsr.2023.108398.

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25

Zhou, Ying, Xiaoying Zhu, Hao Wu, Abderrahim Djerrad, and Xiaojun Ke. "Seismic demands of structural and non-structural components in self-centering precast concrete wall buildings." Soil Dynamics and Earthquake Engineering 152 (January 2022): 107056. http://dx.doi.org/10.1016/j.soildyn.2021.107056.

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26

SHIMIZU, Yukako, Masato MOTOSAKA, and Hiroshi ISHIDA. "PERFORMANCE-BASED SEISMIC EVALUATION CONSIDERING CONTRIBUTION OF STRUCTURAL AND NON-STRUCTURAL COMPONENTS TO SEISMIC RISK." Journal of Structural and Construction Engineering (Transactions of AIJ) 75, no. 658 (2010): 2125–32. http://dx.doi.org/10.3130/aijs.75.2125.

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27

Zhu, Hai Hua, and Guo Zhao. "Research on Performance-Based Seismic Levels of Nonstructural Components." Applied Mechanics and Materials 580-583 (July 2014): 1609–12. http://dx.doi.org/10.4028/www.scientific.net/amm.580-583.1609.

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By research of the functional classification, seismic fortification performance objectives and quantified targets of non-structural components, according to the case of earthquake destruction in non-structural components, analyzed the reasons for the destruction . proposed three functional classification;Based on performance-based seismic design theory, proposed four level seismic performance objectives division and quantify seismic indicators of inter story displacement angle.

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28

Bravo-Haro, M. A., J. R. Virreira, and A. Y. Elghazouli. "Inelastic displacement ratios for non-structural components in steel framed structures under forward-directivity near-fault strong-ground motion." Bulletin of Earthquake Engineering 19, no. 5 (2021): 2185–211. http://dx.doi.org/10.1007/s10518-021-01059-3.

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AbstractThis paper describes a detailed numerical investigation into the inelastic displacement ratios of non-structural components mounted within multi-storey steel framed buildings and subjected to ground motions with forward-directivity features which are typical of near-fault events. The study is carried out using detailed multi-degree-of-freedom models of 54 primary steel buildings with different structural characteristics. In conjunction with this, 80 secondary non-structural elements are modelled as single-degree-of-freedom systems and placed at every floor within the primary framed str

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29

Nikitenko, A. F. "Kinetic Theory of Creep and Creep-Rupture Strength Analysis of Structural Components. Part 2. Limiting State of Non-Uniformly Heated Structural Components." Strength of Materials 37, no. 6 (2005): 551–57. http://dx.doi.org/10.1007/s11223-006-0001-1.

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30

Khakurel, Shreedhar, Rajesh P. Dhakal, Trevor Z. Yeow, and Sandip K. Saha. "Performance group weighting factors for rapid seismic loss estimation of buildings of different usage." Earthquake Spectra 36, no. 3 (2020): 1141–65. http://dx.doi.org/10.1177/8755293019901311.

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Despite significant progress made recently on simplifying the loss estimation procedures, they are not easy to use in engineering design practice. One of the reasons for this is insufficient information regarding the inevitable variations in the type and density of structural and non-structural components present in various building usages. This study aims to establish building usage groups with similar proportions of structural and non-structural components and compute the corresponding weighting factors. The methodology adopted in this study can be used in other regions; however, herein conc

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31

Bucciero, Bianca, Tatiana Pali, Maria Teresa Terracciano, Vincenzo Macillo, Luigi Fiorino, and Raffaele Landolfo. "Shake Table Testing of Lightweight Steel Drywall Nonstructural Components." Key Engineering Materials 763 (February 2018): 423–31. http://dx.doi.org/10.4028/www.scientific.net/kem.763.423.

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Damages of non-structural components during a seismic event can involve risks for the human life, interruption of ordinary activities and significant economic losses. Therefore, the understanding of the seismic behaviour of non-structural components is a fundamental prerequisite for their use. In this context, a cooperation between the University of Naples "Federico II" and KnaufGips KG Company, aimed to the knowledge of seismic response of lightweight steel drywall non-structural components was carried forward. In this framework, shake table tests were carried out on protoypes composed by ind

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32

AKKOUCHE, Karim, Aghiles NEKMOUCHE, Nacim KHELIL, Leyla BOUZID, and Kahil AMAR. "Impact Assessment of Structural and Non-Structural Components on the Vulnerability Level of Reinforced Concrete Buildings." Eurasia Proceedings of Science Technology Engineering and Mathematics 32 (December 30, 2024): 366–72. https://doi.org/10.55549/epstem.1604650.

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Over the past four decades, Algeria has suffered considerable losses, due to several large earthquakes that hit its various northern parts. These destructive effects are amplified by the large volume of buildings constructed using imprecise and unfinished codes (before the appearance of the Algerian paraseismic code RPA99/03). Indeed, the majority of cities have developed in total ignorance of seismic risks. Also, these heavy losses recorded are the consequence of the use of poor materials as well as poor control of implementation. Furthermore, reducing human and economic losses during a disas

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33

Martinelli, Enzo, and Ciro Faella. "An Overview of the Current Code Provisions on the Seismic Response of Acceleration-Sensitive Non-Structural Components in Buildings." Applied Mechanics and Materials 847 (July 2016): 273–80. http://dx.doi.org/10.4028/www.scientific.net/amm.847.273.

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The seismic response of non-structural components in civil and industrial buildings, often neglected or disregarded in the common design/assessment practice, revealed its dramatic relevance in recent seismic events that resulted in significant damage observed in the wide class of “objects” referred to as “non-structural components” (e.g., partitions, masonry infill, suspended ceilings, finishing, specific equipment and so on. The observed damage, sometimes leading to collapse of these components and even loss of human lives, highlighted the lack of knowledge that still affects both analysis pr

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34

Aldeka, Ayad B., Nikolaos I. Tziavos, Michaela Gkantou, Samir Dirar, and Andrew H. C. Chan. "Seismic design of non-structural components mounted on irregular reinforced concrete buildings." Journal of Building Engineering 46 (April 2022): 103783. http://dx.doi.org/10.1016/j.jobe.2021.103783.

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35

Lei, Zhao, Hu Lai, Zhang Hua, and Chen Hua. "Structural Analysis and Application of Non-Standard Components Based on Genetic Algorithm." Algorithms 12, no. 8 (2019): 169. http://dx.doi.org/10.3390/a12080169.

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Aiming at the problems of low efficiency, heavy quality, and high cost of traditional components, it is necessary to study a design and analysis method of non-standard components. Taking the non-standard parts-turret loading and -unloading device as the carrier, the key parts of the non-standard parts are extracted for structural design and the multi-objective mathematical model and modal theory model are established. The optimization analysis of the key parts is carried out by genetic algorithm. Finally, the optimization results are compared and simulated by ANSYS Workbench. The results show

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36

Derakhshan, Hossein, Wade D. Lucas, and Michael C. Griffith. "In-situ seismic verification of non-structural components of unreinforced masonry buildings." Australian Journal of Structural Engineering 19, no. 1 (2017): 44–58. http://dx.doi.org/10.1080/13287982.2017.1370963.

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37

Hernández, A., Ch Pinto, E. Amezua, and H. Fernandes. "Analysis of the components of discretization error in non-linear structural problems." Finite Elements in Analysis and Design 39, no. 9 (2003): 835–64. http://dx.doi.org/10.1016/s0168-874x(02)00135-x.

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38

Kurosawa, Miku, Shoichi Kishiki, and Nobuhiko Tatsumi. "Strength evaluation of bolted connections with slotted holes in non‐structural components." ce/papers 3, no. 3-4 (2019): 397–402. http://dx.doi.org/10.1002/cepa.1073.

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39

Rucka, Magdalena. "Special Issue: “Non-Destructive Testing of Structures”." Materials 13, no. 21 (2020): 4996. http://dx.doi.org/10.3390/ma13214996.

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The Special Issue “Non-Destructive Testing of Structures” has been proposed to present recent developments in the field of diagnostics of structural materials and components in civil and mechanical engineering. The papers highlighted in this editorial concern various aspects of non-invasive diagnostics, including such topics as condition assessments of civil and mechanical structures and connections of structural elements, the inspection of cultural heritage monuments, the testing of structural materials, structural health monitoring systems, the integration of non-destructive testing methods,

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40

Grathoff, Annette. "Exploration of Structural and Kinetic Components of Physical Information." Proceedings 47, no. 1 (2020): 16. http://dx.doi.org/10.3390/proceedings2020047016.

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As Wiener asserted, information is information, not matter, not energy. Physical aspects of information are deeply grounded in energy transformation processes. Adopting an evolutionary perspective, it is demonstrated that there are two complementary informative influences on energy transformation. To do this, we use a simple model of an idealized monochord instrument. This allows modeling information contained in the kinetics of the oscillating string as both (a) generated by the structure of the instrument, and (b) generating non-arbitrary motion structures in sensible receiving configuration

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41

Ottosen, Lisbeth M., Wolfgang Kunther, Thomas Ingeman-Nielsen, and Serkan Karatosun. "Non-Destructive Testing for Documenting Properties of Structural Concrete for Reuse in New Buildings: A Review." Materials 17, no. 15 (2024): 3814. http://dx.doi.org/10.3390/ma17153814.

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Reuse in new buildings of structural concrete components from demolitions holds the potential for avoiding the use of raw materials to produce new components, including cement for new castings. Reuse rates are high in the circular economy; however, reusing structural components requires documentation of the properties to equate the safety of using reused and new components. Yet, there is no structured or recognized way to perform the documentation. This paper discusses a framework for the documentation requirements for structural concrete, stating the need for documenting the mechanical proper

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42

Khaustov, Aleksandr, and Margarita Redina. "Geochemical barriers as structural components of the geochemical systems evolution." E3S Web of Conferences 98 (2019): 01026. http://dx.doi.org/10.1051/e3sconf/20199801026.

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The term “geochemical barrier” (GCB) has been widely used in the Russian geochemical literature as a key concept of the distribution of elements and substances theory (incl. pollutions)although in the world research practice this term is not particularly represented. The assessment of the functional role of the geochemical barriers in relation to the properties and evolution of the geochemical systems (GCS)is demonstrated.The foundations of Haken synergy, the foundations of self-organization of systems and non-equilibrium (non-linear) thermodynamics of I. Prigogine and his school are used as a

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43

Knoedel, Peter. "Seismic Design of Non‐Structural Components in Industrial Facilities – a Discussion of the EC8 Approach." ce/papers 6, no. 3-4 (2023): 2286–92. http://dx.doi.org/10.1002/cepa.2539.

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AbstractIn industrial facilities, equipment such as production machines, small vessels, conveyors and piping are installed at various elevations of the (building‐) structure. In seismic design, this equipment (referred to as non‐structural components) should be considered integrally with the structure in order to capture the resulting dynamic behaviour of the system adequately.However, the typical procedure in plant construction is to design the structure in a previous step, where masses of the equipment are introduced only by a rough estimate, and stiffnesses of the equipment are ignored. The

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44

Gouriéroux, Christian, Alain Monfort, and Jean-Paul Renne. "Identification and Estimation in Non-Fundamental Structural VARMA Models." Review of Economic Studies 87, no. 4 (2019): 1915–53. http://dx.doi.org/10.1093/restud/rdz028.

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Abstract The basic assumption of a structural vector autoregressive moving average (SVARMA) model is that it is driven by a white noise whose components are uncorrelated or independent and can be interpreted as economic shocks, called “structural” shocks. When the errors are Gaussian, independence is equivalent to non-correlation and these models face two identification issues. The first identification problem is “static” and is due to the fact that there is an infinite number of linear transformations of a given random vector making its components uncorrelated. The second identification probl

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45

Podstawka, Michal, Vladimír Snop, Petr Bělský, and Kristýna Kutiová. "Non-destructive Inspection of Composite Aileron during Fatigue Test." MATEC Web of Conferences 349 (2021): 03016. http://dx.doi.org/10.1051/matecconf/202134903016.

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The operational safety and reliability of an airplane must be an integral part of its design. The use of suitable materials that pass material certification tests is very important for a new aircraft design. The next part is testing specific samples, sub-components, and components such as the aileron. The paper deals with a non-destructive evaluation of composite primary structural part fatigue tests in accordance with damage tolerance philosophy considering impact damage presence. NDT methods such as visual, eddy current, and ultrasonic testing included phased array technique, are used for th

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46

Høye, Anette M., and Janine T. Erler. "Structural ECM components in the premetastatic and metastatic niche." American Journal of Physiology-Cell Physiology 310, no. 11 (2016): C955—C967. http://dx.doi.org/10.1152/ajpcell.00326.2015.

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The aim of this review is to give an overview of the extracellular matrix (ECM) components that are important for creating structural changes in the premetastatic and metastatic niche. The successful arrival and survival of cancer cells that have left the primary tumor and colonized distant sites depends on the new microenvironment they encounter. The primary tumor itself releases factors into the circulation that travel to distant organs and then initiate structural changes, both non-enzymatic and enzymatic, to create a favorable niche for the disseminating tumor cells. Therapeutic strategies

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47

Ridei, N., and I. Kucherenko. "Structural components and organizational characteristics of rural areas." Agroecological journal, no. 2 (May 21, 2015): 12–20. http://dx.doi.org/10.33730/2077-4893.2.2015.271321.

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Theoretical analysis of the legal, reference and scientific-methodological literature regarding the definition and interpretation of the concepts of rural areas and their constituent structural-organizational or framework were сarried out; their structural components and organizational features were esteblished. The structural and organizational framework of rural areas has been developed to justify the socio-economic-ecological potential for the environmental assessment of their condition and development. The types of socio-economic and ecological potential were defined: institutional and inf

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48

Genctav, Asli, and Sibel Tari. "A Non-Structural Representation Scheme for Articulated Shapes." Journal of Imaging 4, no. 10 (2018): 115. http://dx.doi.org/10.3390/jimaging4100115.

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Articulated shapes are successfully represented by structural representations which are organized in the form of graphs of shape components. We present an alternative representation scheme which is equally powerful but does not require explicit modeling or discovery of structural relations. The key element in our scheme is a novel multi scale pixel-based distinctness measure which implicitly quantifies how rare a particular pixel is in terms of its geometry with respect to all pixels of the shape. The spatial distribution of the distinctness yields a partitioning of the shape into a set of reg

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49

Kallio, Johanna, Elena Rodina, Maria Zvereva, et al. "Towards structural characterization of H. polymorpha telomerase components." Acta Crystallographica Section A Foundations and Advances 70, a1 (2014): C816. http://dx.doi.org/10.1107/s2053273314091839.

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Telomeres are regions of non-coding DNA that cap the chromosomes, preventing the loss of coding DNA during cell division and contributing to chromosomal stability. In actively dividing cells, such as embryonic stem cells, the telomeres need to elongated by telomerase. The telomerase complex consist of the enzyme telomerase reverse transcriptase (TERT), telomerase RNA (TR) and additional proteins. TERT and TR are required for the telomerase activity in vitro. Telomerase is active in vast majority of the cancer cells ensuring continuous cell division and tumor growth. Syndromes leading to premat

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50

Raffaele, Landolfo, Tatiana Pali, Bianca Bucciero, et al. "Seismic response assessment of architectural non-structural LWS drywall components through experimental tests." Journal of Constructional Steel Research 162 (November 2019): 105575. http://dx.doi.org/10.1016/j.jcsr.2019.04.011.

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