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Articles de revues sur le sujet « Collapse prevention »

Auteur : Grafiati

Publié le 2 juin 2025

Mis à jour le 31 juillet 2025

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1

Reznik, Рetro, Sergiy Grebenchuk, Roman Koreniev, and Vitaliy Bondarenko. "Research of the specific steel shells progressive collapse prevention." ACADEMIC JOURNAL Series: Industrial Machine Building, Civil Engineering 1, no. 52 (2019): 58–64. http://dx.doi.org/10.26906/znp.2019.52.1676.

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The article deals with coatings in the form of the specific steel shells. After a detailed analysis certain number of accidentsand collapses, these collapses can be classified as “progressive” collapse. The main purpose of the article is the developmentof design algorithms for evaluation of the stress-strain state and preventing the progressive collapse of the specific steelshells. The method of prevention progressive collapse has been developed in the form of a constructive modernization.The comparative finite-element analysis of the strained-strain state of the specific shells original model

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2

Huang, Sheng Nan, Xin Zheng Lu, and Lie Ping Ye. "A Hysteretic Model of Conventional Steel Braces and an Analysis of the Collapse Prevention Effect of Brace Strengthening." Applied Mechanics and Materials 174-177 (May 2012): 3–10. http://dx.doi.org/10.4028/www.scientific.net/amm.174-177.3.

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A hysteretic model of conventional steel braces consisting of 18 parameters is proposed. This model is able to simulate the hysteretic behavior of conventional steel braces accurately. The collapse-prevention strengthening effect with steel braces for a typical reinforced concrete (RC) frame that was close to the epicenter and collapsed during the Great Wenchuan Earthquake is discussed via push-over analysis and collapse fragility analysis based on incremental dynamic analysis. The result could be referred to for the seismic collapse prevention design of RC frames.

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Zhang, Wei. "Research Status on the Collapse Mechanism and Prevention Measures of Mega Composite Structural Systems." MATEC Web of Conferences 175 (2018): 04008. http://dx.doi.org/10.1051/matecconf/201817504008.

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Mega composite structural system presents wide application prospects in high-rise and super high-rise buildings. However, research concerning the important issues of the seismic behavior, collapse mechanism, and prevention from progressive collapse for such new structural systems under severe earthquakes is quite limited. This paper will summarize the current research status, followed by the discussions on the collapse and prevention mechanisms of high-rise and super high-rise mega composite structural systems under severe earthquakes, the theoretical basis on progressive collapse mechanisms,

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4

Liu, Jan, Maximilian Heumann, Kent W. Stewart, and Peter P. Pott. "Development of a Venous Collapse Prevention Device for Blood Draw." Current Directions in Biomedical Engineering 8, no. 2 (2022): 213–16. http://dx.doi.org/10.1515/cdbme-2022-1055.

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Abstract Blood sampling typically involves puncturing a superficial vein with a needle and then creating a vacuum (e. g., with a syringe) to transfer the blood from the venous system to the collection container. In some cases, the venous walls collapse due to excessive vacuum generated. In this work, a device is presented that prevents venous collapse and can be combined with any blood collection system available on the market. The mechanism of preventing venous collapse is based on a tubular segment interconnected between the needle and the syringe, which collapses at a lower vacuum pressure

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Shumeyko, Viktor, and Anna Karamysheva. "Prevention of progressive uncontrolled collapse of a high-rise building." MATEC Web of Conferences 196 (2018): 02001. http://dx.doi.org/10.1051/matecconf/201819602001.

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This article deals with the problem of security and resistance of the high-rise unique buildings to progressing collapse. The analysis of the causes of accidents and collapses of buildings and structures is carried out. The features of calculations and verification of structures for progressive destruction are explored. The analysis of researches and updating of norms on emergency prevention is carried out. The ways of solving the problems of buildings structural schemes resistance and structures to progressive collapse are shown. Particular attention is paid to the use of outrigger communicat

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Wang, Yan, Yong Jun Liu, and Tai Bin Wang. "A Summary Review of Progressive Collapse of Reinforced Concrete Frame Structure under Fire." Advanced Materials Research 1065-1069 (December 2014): 2315–18. http://dx.doi.org/10.4028/www.scientific.net/amr.1065-1069.2315.

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In recent years, many progressive collapse accidents have occurred at home and abroad, due to the progressive collapses of a structure that often disproportion between initial damages and large collapses, these accidents caused significant casualties and serious economic losses. This paper first analyzes the research background and the definition of progressive collapse, then contrasts China with Britain, the United States, Europe and other countries for theory research status, specification research status, engineering and simulation research status, prevention measures of progressive collaps

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Tang, Dina, and Minshui Huang. "The Sustainable Development of Bridges in China: Collapse Cause Analysis, Existing Management Dilemmas and Potential Solutions." Buildings 14, no. 2 (2024): 419. http://dx.doi.org/10.3390/buildings14020419.

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The construction of sustainable bridge projects has become a global mission and challenge in the 21st century. Unfortunately, there has been a rise in bridge collapse incidents due to various factors in recent years both during the construction and service phases. These incidents have resulted in significant loss of life and property damage, exacerbating the five sustainable development issues faced by bridge engineering: natural, resource, environmental, social, and economic factors. As a result, the prevention and resolution of bridge collapse accidents have garnered attention from professio

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Prajapati, Denish, and Pinesh Patel. "Prevention of collapse: Analysis and Design." International Journal of Science, Engineering and Management 9, no. 10 (2022): 91–95. http://dx.doi.org/10.36647/ijsem/09.10.a015.

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Throughout the ages men were engaged in construction activities besides other pursuits - to build their dwellings and shelter other activities. They willed to make these structures safe and free from collapse and hence employed various methods and designs. However in spite of all precautions it is impossible to guarantee the safety from collapse and destruction due to unforeseen causes. Some of the causes could be related to human errors like: poor design, faulty construction, foundation failures, extraordinary loads, compromising on quality of building materials, workmanship for economic reas

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Fendrychová, Jaroslava. "Prevention of sudden unexpected postnatal collapse." Pediatrie pro praxi 22, no. 3 (2021): 237–39. http://dx.doi.org/10.36290/ped.2021.049.

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Zhou, Xiaoyi, Ke Hu, and Tingqiang Zhou. "Collapse risk assessment based on linear programming variable weight-cloud model." PLOS ONE 19, no. 12 (2024): e0311951. https://doi.org/10.1371/journal.pone.0311951.

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Collapse risk assessment is an important basis for the prevention and control of geological disasters in mountainous areas. The existing research on collapse hazard is less, and there is still no further advancement in the evaluation of collapse hazard for the traditional indicator assignment method for the diversification of the assignment results of the indicators and the comprehensive evaluation method that cannot consider the ambiguity and randomness of the indicator data at the same time. In this paper, we utilize the respective advantages of the linear programming theory and the cloud mo

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11

Luo, Jing, Weilin Xu, Jun Deng, Yanwei Zhai, and Qi Zhang. "Experimental Study on the Impact Characteristics of Cavitation Bubble Collapse on a Wall." Water 10, no. 9 (2018): 1262. http://dx.doi.org/10.3390/w10091262.

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As a hydrodynamic phenomenon, cavitation is a main concern in many industries such as water conservancy, the chemical industry and medical care. There are many studies on the generation, development and collapse of cavitation bubbles, but there are few studies on the variation of the cyclic impact strength on walls from the collapse of cavitation bubbles. In this paper, a high-speed dynamic acquisition and analysis system and a pressure measuring system are combined to study the impact of a cavitation bubble generated near a wall for various distances between the cavitation bubble and the wall

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12

Zhang, Yu Min, and Xing Xu Qin. "Study on Collapse-Proof Effect and Parametric Design of Cable-Unseating Prevention Devices." Advanced Materials Research 838-841 (November 2013): 1130–34. http://dx.doi.org/10.4028/www.scientific.net/amr.838-841.1130.

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The collapse-proof effect of unseating prevention devices are influenced by the design parameters under earthquake. Combine with existing relational design standards of unseating prevention devices at home and abroad, the dynamical analysis has been used to get the seismic response of bridges with different parameter cable-unseating prevention devices. The influence of design parameters on the collapse-proof effect and internal force of unseating prevention devices are been analyzed. The result show that the unseating prevention devices can play the role to proof the collapse, and it can enhan

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Qi, Qingjie, Xinlei Jia, Xinhua Zhou, and Youxin Zhao. "Instability-negative pressure loss model of gas drainage borehole and prevention technique: A case study." PLOS ONE 15, no. 11 (2020): e0242719. http://dx.doi.org/10.1371/journal.pone.0242719.

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The internal collapse of deep seam drainage borehole and negative pressure loss represents a serious technical problem affecting gas drainage. To address this problem a creep model of coal around borehole was established based on the plastic softening characteristics of coal. The final collapse time of the borehole was determined and used to derive the three stages of the borehole collapse process. The model of negative pressure loss in drainage borehole was established according to the theory of fluid dynamics, the model of methane gas flow and the creep model of the coal around the borehole.

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14

Yao, Chuangchuang, Lingjing Li, Xin Yao, et al. "Study on the Identification, Failure Mode, and Spatial Distribution of Bank Collapses after the Initial Impoundment in the Head Section of Baihetan Reservoir in Jinsha River, China." Remote Sensing 16, no. 12 (2024): 2253. http://dx.doi.org/10.3390/rs16122253.

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After the initial impoundment of the Baihetan Reservoir in April 2021, the water level in front of the dam rose about 200 m. The mechanical properties and effects of the bank slopes in the reservoir area changed significantly, resulting in many bank collapses. This study systematically analyzed the bank slope of the head section of the reservoir, spanning 30 km from the dam to Baihetan Bridge, through a comprehensive investigation conducted after the initial impoundment. The analysis utilized UAV flights and ground surveys to interpret the bank slope’s distribution characteristics and failure

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15

Azhgaliyeva, B. A. "Some issues on prevention of avalanche coloring of building structures." Bulletin of Kazakh Leading Academy of Architecture and Construction 80, no. 2 (2021): 150–56. http://dx.doi.org/10.51488/1680-080x/2021.2-41.

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The article discusses the emergence of the problem of an avalanche collapse of a building and various ways to prevent collapse of structures. On the basis of world experience, recommendations are made for protection against avalanche collapse of high-rise buildings of various structural systems.

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16

Wei, Chih-Chiang. "COLLAPSE WARNING SYSTEM USING LSTM NEURAL NETWORKS FOR CONSTRUCTION DISASTER PREVENTION IN EXTREME WIND WEATHER." JOURNAL OF CIVIL ENGINEERING AND MANAGEMENT 27, no. 4 (2021): 230–45. http://dx.doi.org/10.3846/jcem.2021.14649.

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Strong wind during extreme weather conditions (e.g., strong winds during typhoons) is one of the natural factors that cause the collapse of frame-type scaffolds used in façade work. This study developed an alert system for use in determining whether the scaffold structure could withstand the stress of the wind force. Conceptually, the scaffolds collapsed by the warning system developed in the study contains three modules. The first module involves the establishment of wind velocity prediction models. This study employed various deep learning and machine learning techniques, namely deep neural

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17

Zhang, Yu Min, Ying Cui, and Jing Liu. "Collapse-Prevention Design and Damage-Reduction Seismic Performance Analysis of Bridges." Applied Mechanics and Materials 638-640 (September 2014): 1997–2000. http://dx.doi.org/10.4028/www.scientific.net/amm.638-640.1997.

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As the crucial junction in transportation lines, more attention should pay to the safety of bridges. However, the collapse of bridges under earthquake threats the safe of lifeline engineering seriously. Unseating prevention devices are the effective structural measure to prevent collapse under unexpected earthquake. The design of unseating prevention devices need not only to meet the deformation demand of bridge during normal operations, but also to limit the oversize displacement under unexpected earthquake. Combined with relational design standards at home and abroad, unseating prevention de

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18

Chen, Xin Xiao, Shu Guang Zhou, and Peng Xu. "Analysis of Collapse Earthquake Plan and Rescue Technology of Existing Concrete Frame Structure." Advanced Materials Research 1052 (October 2014): 401–5. http://dx.doi.org/10.4028/www.scientific.net/amr.1052.401.

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This paper aims at the problem which is lack of practical operability although there are many written instructions in collapse earthquake plan and rescue technology of existing concrete frame structure. Research status of earthquake prevention and disaster reduction of existing concrete frame structure is presented. the existing problems of rescue program and technology is analyzed when earthquake is happened in existing concrete frame structure, it is critical to improve the relevant technology standards and regulations and to implement prevention for to solve the problems, the main content o

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19

Fang, Lei, Yu Min Zhang, and Yuan Yuan Sun. "Dynamic Study of Unseating Prevention Devices under Earthquake." Advanced Materials Research 341-342 (September 2011): 854–58. http://dx.doi.org/10.4028/www.scientific.net/amr.341-342.854.

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Unseating prevention devices(UPD) are used to prevent relative great displacement between supper-structure and sub-structure, and to protect the super-structure falling down from piers as the support loss capacity. Unseating prevention devices are the ultimate security installment in the collapse-proof system when the highway bridges encounter rare earthquake or unexpected earthquake. Based on the relational design standards at home and abroad, the paper is emphasis on the time-history analysis for structure with cable-unseating prevention devices under rare earthquake. The analysis results ob

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20

Fuad Gafarlı, Fuad Gafarlı, and Südabə Novruzov Südabə Novruzov. "PREVENTION OF SAND CLOGGING IN WELLS." PAHTEI-Procedings of Azerbaijan High Technical Educational Institutions 16, no. 05 (2022): 101–6. http://dx.doi.org/10.36962/pahtei16052022-101.

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A brief analysis of the prevention of sand blockage in wells is considered. One of the most common complications during the operation of wells in Azerbaijani oil fields is sand formation. During sand formation, wells are stopped for a while, their repair takes a long time, and as a result, significant well product losses occur. The sand that comes with the fluid entering the wellbore destroys the equipment and at the same time forms a blockage in the wellbore. The removal of the sand plug requires heavy labor, but sometimes leads to oil losses in many wells and leads to the collapse of rocks i

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21

Szyniszewski, Stefan. "Dynamic Energy Balance Approach to Progressive Collapse Prevention." IABSE Symposium Report 96, no. 15 (2009): 52–61. http://dx.doi.org/10.2749/222137809796068118.

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22

Kuznetsov, V. G., N. E. Shcherbich, G. A. Kulyabin, Zh S. Popova, and S. N. Bastrikov. "Prevention of casing strings collapse in frozen rocks." Construction of Oil and Gas Wells on Land and Sea, no. 10 (2022): 60–64. http://dx.doi.org/10.33285/0130-3872-2022-10(358)-60-64.

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23

Neshina, Yelena, Ali Mekhtiyev, Valeriy Kalytka, Nurbol Kaliaskarov, Olga Galtseva, and Ilyas Kazambayev. "Fiber-Optic System for Monitoring Pit Collapse Prevention." Applied Sciences 14, no. 11 (2024): 4678. http://dx.doi.org/10.3390/app14114678.

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Currently, there are many enterprises involved in extracting and processing of primary raw materials. The danger of working in this industry consists in the formation of cracks in rocks of the pit side slopes, which can lead to destruction. This article discusses the existing systems for monitoring the pit collapse prevention. The most promising is the use of systems with fiber-optic sensors. However, use of these systems is associated with some difficulties due to high costs, low noise immunity, and in some cases, the requirement for additional equipment to improve the reliability of measurem

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24

Judd, Johnn P., and Finley A. Charney. "Seismic collapse prevention system for steel-frame buildings." Journal of Constructional Steel Research 118 (March 2016): 60–75. http://dx.doi.org/10.1016/j.jcsr.2015.10.021.

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Mpidi Bita, Hercend, Johannes A. J. Huber, Konstantinos Voulpiotis, and Thomas Tannert. "Survey of contemporary practices for disproportionate collapse prevention." Engineering Structures 199 (November 2019): 109578. http://dx.doi.org/10.1016/j.engstruct.2019.109578.

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Elkholy, Said, Ahmad Shehada, and Bilal El-Ariss. "Innovative scheme for RC building progressive collapse prevention." Engineering Failure Analysis 154 (December 2023): 107638. http://dx.doi.org/10.1016/j.engfailanal.2023.107638.

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Xu, Xiu Mei, Nandi Vrancken, Guy Vereecke, Samuel Suhard, Geoffrey Pourtois, and Frank Holsteyns. "Some Critical Issues in Pattern Collapse Prevention and Repair." Solid State Phenomena 255 (September 2016): 147–51. http://dx.doi.org/10.4028/www.scientific.net/ssp.255.147.

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In semiconductor fabrication, pattern collapse of high aspect ratio structures after wet processing is a major problem that could reduce production yield. In this work, several critical issues which limit our understanding of pattern collapse phenomenon are discussed together with some recent results of experiment and modeling. Special efforts have been put to update some of the most recent developments in characterization techniques.

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Eze, Hyacinth O., Geraldine A. Ozugha, Loveline I. Nebo, and William O. Mba. "Building Collapse and Its Prevention in Lagos: The Role of Estate Surveyors and Valuers." International Journal of Scientific Research and Management (IJSRM) 12, no. 07 (2024): 6792–803. http://dx.doi.org/10.18535/ijsrm/v12i07.em08.

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Building collapse incidents in Nigeria appear to be on the increase with the cases witnessed in Lagos State being the worst. The situation has been endemic notwithstanding the efforts of professionals and other stakeholders in the built environment. Numerous literatures exist on the issue of building collapse. However, they mostly focus on the roles of other professionals such as Structural Engineers, Builders, Architects and Town Planners. On the contrary, this study centers on highlighting the significance of Estate Surveyors and Valuers contributions by getting their perspectives on buildin

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Li, Zhi, Hanqi Li, Zhibo Zhang, Chaomeng Dai, and Simin Jiang. "Influence of building collapse on pluvial and fluvial flood inundation of metro stations in central Shanghai." Natural Hazards and Earth System Sciences 24, no. 11 (2024): 3977–90. http://dx.doi.org/10.5194/nhess-24-3977-2024.

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Abstract. Urban flooding poses a significant threat to vulnerable underground infrastructure systems, such as metro stations. Building collapse induced by earthquakes alters urban building layout and coverage, consequently influencing flood inundation and propagation patterns. This study employs GPU-accelerated hydrodynamic simulation to investigate the mechanisms by which building collapse affects subsequent pluvial or fluvial flooding in the Huangpu District of Shanghai. Massive building collapse layouts are randomly generated, on which hydrodynamic simulations are performed and the inundati

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Zhang, Yu Min, and Xing Xu Qin. "Research on Bridge Damage-Reduction Seismic Performance with Variable Parameter Cable-Unseating Prevention Devices." Applied Mechanics and Materials 638-640 (September 2014): 977–82. http://dx.doi.org/10.4028/www.scientific.net/amm.638-640.977.

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The anti-seismic measures is effective in reducing the seismic damage of bridge, unseating prevention device is an effective structural measure to prevent collapse under unexpected earthquake, and its parameter will affect the function of unseating prevention devices. Based on relational design standards, the damage-reduction seismic performance of unseating prevention devices with variational design parameter have been analysis. The research results show that the unseating prevention devices with rational parameters can prevent collapse of the structure; the damage-reduction seismic performan

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Xie, Yan-Hua, Bing-Hui Zhang, Yu-Xin Liu, Bao-Chen Liu, Chen-Fu Zhang, and Yu-Shan Lin. "Evaluation of the Karst Collapse Susceptibility of Subgrade Based on the AHP Method of ArcGIS and Prevention Measures: A Case Study of the Quannan Expressway, Section k1379+300-k1471+920." Water 14, no. 9 (2022): 1432. http://dx.doi.org/10.3390/w14091432.

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In order to solve the problem of geological disasters caused by karst collapse in the K1379+300-K1471+920 section of the Quannan Expressway reconstruction and expansion, the evaluation of karst collapse susceptibility in the study area was carried out, and the corresponding prevention measures are put forward. Firstly, by identifying and determining the susceptible factors of karst collapse in the study area, three criterion layers, including the basic geological conditions, karst collapse impact, and human activities were selected, with a total of seven susceptible factors. The analytic hiera

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Hu, Wentao, and Tandong Yao. "Geometric similarity of the twin collapsed glaciers in the west Tibet." Open Geosciences 13, no. 1 (2021): 1463–75. http://dx.doi.org/10.1515/geo-2020-0316.

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Abstract Two adjacent glaciers collapsed consecutively in the Western Xizang Autonomous Region, China, on July 17 and September 21, 2016, presumably triggered by relatively intensive climate change in this region, leading to massive downstream ice and mud avalanches. After these twin glacier collapses, there have been many researches, which mainly focus on the physical characteristics of these two glaciers while lack the differences between them and the other glaciers. In this study, the geometric features and energy distribution along the glacier centerlines are investigated to identify the d

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Li, Jia, Junhui Wu, Xuyan Ma, et al. "Scenario Simulation of Glacier Collapse in the Amnye Machen Mountains, Qinghai–Tibetan Plateau." Geosciences 15, no. 7 (2025): 254. https://doi.org/10.3390/geosciences15070254.

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Simulating potential glacier collapses can provide crucial support for local disaster prevention and mitigation efforts. The Xiaomagou Glacier in the Amnye Machen Mountains, Qinghai–Tibetan Plateau, has experienced five collapses in the past two decades. Field investigation and remote sensing observations indicate that the topography and bedrock characteristics of the Qushi’an No. 22 Glacier, which is 3.5 km south of the Xiaomagou Glacier, are similar to those of the Xiaomagou Glacier. More importantly, the mass movement of the Qushi’an No. 22 Glacier since 2018 closely resembles that of the X

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Bull, John W., and C. H. Woodford. "The prevention of runway collapse following an underground explosion." Engineering Failure Analysis 5, no. 4 (1998): 279–88. http://dx.doi.org/10.1016/s1350-6307(98)00032-6.

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Abdel-Sayed, Saad, Julien Favre, Steven Taub, and Ludwig-Karl von Segesser. "Prevention of Caval Collapse During Venous Drainage for CPB." ASAIO Journal 59, no. 1 (2013): 46–51. http://dx.doi.org/10.1097/mat.0b013e318277a84f.

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Murtazayev, E. M., Sh A. Latipov, A. J. Norchayev, S. J. Toshtemirov, and K. N. Kholov. "Buildings and structures corrosion of metal structures and effectiveness of its prevention." E3S Web of Conferences 401 (2023): 03013. http://dx.doi.org/10.1051/e3sconf/202340103013.

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In this article, metal structures can be partially or completely destroyed during the corrosion of building and building structures. Prepared buildings and structures, pipes, tanks, and other structural materials corrode (rust, collapse, and collapse) during operation, causing great damage to the manufacturing industry. The corrosion rate is unknown, and methods have been developed to combat corrosion.

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Maslanka, Meghan, and William Niemeck. "Collapse of the Hard Rock Hotel in Downtown New Orleans." Prehospital and Disaster Medicine 38, S1 (2023): s33—s34. http://dx.doi.org/10.1017/s1049023x23001255.

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Introduction:On October 12, 2019, an 18-story building under construction collapsed in downtown New Orleans. Three construction workers were killed in the incident and their bodies were trapped in the rubble of the unstable structure.Method:This presentation includes public information on how and why the structure collapsed, the timeline of events for the protracted response, and feedback provided by the Urban Search and Rescue medical team about their experience and lessons learned.Results:The scene included a partially collapsed building still under construction, two construction cranes that

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Zhou, Jun, and Hai-Lung Tsai. "Porosity Formation and Prevention in Pulsed Laser Welding." Journal of Heat Transfer 129, no. 8 (2006): 1014–24. http://dx.doi.org/10.1115/1.2724846.

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Porosity has been frequently observed in solidified, deep penetration pulsed laser welds. Porosity is detrimental to weld quality. Our previous study shows that porosity formation in laser welding is associated with the weld pool dynamics, keyhole collapse, and solidification processes. The objective of this paper is to use mathematical models to systematically investigate the transport phenomena leading to the formation of porosity and to find possible solutions to reduce or eliminate porosity formation in laser welding. The results indicate that the formation of porosity in pulsed laser weld

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Mardhika, Agung, Mochammad Afifuddin, and Muttaqin Muttaqin. "KONTRIBUSI DINDING BATA TERHADAP KINERJA STRUKTUR SPACE FRAME DENGAN METODE PUSHOVER (STUDI KASUS PADA GEDUNG IKATAN ALUMNI UNIVERSITAS SYIAH KUALA)." Jurnal Arsip Rekayasa Sipil dan Perencanaan 2, no. 2 (2019): 134–40. http://dx.doi.org/10.24815/jarsp.v2i2.13214.

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The influence of brick walls to performance of space frame is often being ignored, even though in this condition walls are participating in strengthen the building. Contribution of brick walls to performance of space frame structure with push over method goal is to know how the impact of walls in building structure performance which is being ignored all this time. Building of alumnus association was being modeled in two condition, first condition with the walls were being ignored and second condition with brick walls were modeled as a strut force. Modeling brick walls as strut alumnus associat

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Arami, Hossein, Abdollah Shafiabadi, and Kianoosh Zahrakar. "Explaining the model of preventing the collapse of the family system." Journal of Adolescent and Youth Psychological Studies 4, no. 5 (2023): 116–28. http://dx.doi.org/10.61838/kman.jayps.4.5.11.

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Background and Aim: The family as an ancient institution has been the focus of many people since the distant past, and many thinkers and researchers have devoted a large part of their studies to the family. The collapse of this institution is a serious threat to the entire social system, and according to this, today, most of the macro-policies in the field of the family are aimed at protecting families from damage and collapse. Therefore, the purpose of the current research is to explain the family breakdown prevention model. Methods: The current research is a qualitative and quantitative rese

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Abeysiriwardena, Tharindu Malinga, Kushan Kalmith Wijesundara, and Roberto Nascimbene. "Seismic Risk Assessment of Typical Reinforced Concrete Frame School Buildings in Sri Lanka." Buildings 13, no. 10 (2023): 2662. http://dx.doi.org/10.3390/buildings13102662.

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The assessment of seismic risk for critical and strategic structures like schools and hospitals remains crucial, even in regions with low seismic activity. Presently, operational school buildings in Sri Lanka are primarily designed to handle gravitational loads without considering capacity-based design principles. Consequently, these structures may lack the necessary lateral resistance to mitigate potential damage or collapse during future earthquakes in Sri Lanka. Hence, conducting seismic risk assessments for such school buildings is imperative to ensure the safety of their occupants. In thi

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Shang, Min, Qiang Xu, and Yi Guo Xue. "Study on the Mechanism of Bank Collapse and Prevention-Control Measures in China Three Gorges Reservoir Area." Advanced Materials Research 749 (August 2013): 106–9. http://dx.doi.org/10.4028/www.scientific.net/amr.749.106.

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Reservoir bank collapse results in vegetation destruction on bank, worsens soil - water loss, impacts local economic and environment. Therefore, attention should be attached to research of reservoir bank collapse mechanism and control measures. The impoundment and operation of China Three Gorges (CTG) reservoir largely changes hydrologic and geologic conditions of the reservoir bank, greatly influences the reservoir bank stability. On the base of summarizing the structure types of main bank and slope in the reservoir area, the typical bank collapse mode and mechanism in CTG reservoir area are

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MITARAI, Takeshi. "Disaster Prevention Policy for Collapse of Farm Ponds in Hiroshima." JOURNAL OF RURAL PLANNING ASSOCIATION 38, no. 3 (2019): 324–27. http://dx.doi.org/10.2750/arp.38.324.

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De Oliveira, N. C. "Prevention of Early Sudden Circulatory Collapse After the Norwood Operation." Circulation 110, no. 11_suppl_1 (2004): II—133—II—138. http://dx.doi.org/10.1161/01.cir.0000138399.30587.8e.

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Alten, Jeffrey A., Ana Moran, Anna I. Tsimelzon, et al. "Prevention of Hypovolemic Circulatory Collapse by IL-6 Activated Stat3." PLoS ONE 3, no. 2 (2008): e1605. http://dx.doi.org/10.1371/journal.pone.0001605.

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Wieland, Jeroen, Claudio R. Mirasso, and Daan Lenstra. "Prevention of coherence collapse in diode lasers by dynamic targeting." Optics Letters 22, no. 7 (1997): 469. http://dx.doi.org/10.1364/ol.22.000469.

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Horn, Anria, and Deborah Eastwood. "Prevention of femoral head collapse in Legg-Calvé-Perthes disease." Bone & Joint 360 6, no. 1 (2017): 3–6. http://dx.doi.org/10.1302/2048-0105.61.360497.

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Pinho, M??rcia N., Virg??lio M. Roriz, Arthur B. Novaes, et al. "Titanium Membranes in Prevention of Alveolar Collapse After Tooth Extraction." Implant Dentistry 15, no. 1 (2006): 53–61. http://dx.doi.org/10.1097/01.id.0000202596.18254.e1.

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Tanaka, Toshihiko, Mitsuaki Morigami, Hiroaki Oizumi, Takashi Soga, Taro Ogawa, and Fumio Murai. "Prevention of Resist Pattern Collapse by Resist Heating during Rinsing." Journal of The Electrochemical Society 141, no. 12 (1994): L169—L171. http://dx.doi.org/10.1149/1.2059382.

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Jincao, Ye, Michael A. Matthews, and Charles H. Darvin. "Prevention of Photoresist Pattern Collapse by Using Liquid Carbon Dioxide." Industrial & Engineering Chemistry Research 40, no. 24 (2001): 5858–60. http://dx.doi.org/10.1021/ie010424h.

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