• Title/Summary/Keyword: Passive behavior

Search Result 590, Processing Time 0.028 seconds

Improving the seismic behavior of diagonal braces by developing a new combined slit damper and shape memory alloys

  • Vafadar, Farzad;Broujerdian, Vahid;Ghamari, Ali
    • Structural Engineering and Mechanics
    • /
    • v.82 no.1
    • /
    • pp.107-120
    • /
    • 2022
  • The bracing members capable of active control against seismic loads to reduce earthquake damage have been widely utilized in construction projects. Effectively reducing the structural damage caused by earthquake events, bracing systems equipped with retrofitting damper devices, which take advantage of the energy dissipation and impact absorption, have been widely used in practical construction sites. Shape Memory Alloys (SMAs) are a new generation of smart materials with the capability of recovering their predefined shape after experiencing a large strain. This is mainly due to the shape memory effects and the superelasticity of SMA. These properties make SMA an excellent alternative to be used in passive, semi-active, and active control systems in civil engineering applications. In this research, a new system in diagonal braces with slit damper combined with SMA is investigated. The diagonal element under the effect of tensile and compressive force turns to shear force in the slit damper and creates tension in the SMA. Therefore, by creating shear forces in the damper, it leads to yield and increases the energy absorption capacity of the system. The purpose of using SMA, in addition to increasing the stiffness and strength of the system, is to create reversibility for the system. According to the results, the highest capacity is related to the case where the ratio of the width of the middle section to the width of the end section (b1/b) is 1.0 and the ratio of the height of the middle part to the total height of the damper (h1/h) is 0.1. This is mainly because in this case, the damper section has the highest cross-section. In contrast, the lowest capacity is related to the case where b1/b=0.1 and the ratio h1/h=0.8.

Effect of Pseudomonas aeruginosa Strain ZK Biofilm on the Mechanical and Corrosion Behavior of 316L Stainless Steel and α-brass

  • Farooq, A.;Zubair, M.;Wadood, H.Z.;Deen, K.M.
    • Journal of Electrochemical Science and Technology
    • /
    • v.12 no.4
    • /
    • pp.431-439
    • /
    • 2021
  • This research work aims to investigate the effect of the aerobic bacterium, Pseudomonas aeruginosa on the mechanical and electrochemical properties of the 316L stainless steel and α-brass. These properties of both the alloys were determined after 7 days of exposure to the controlled and inoculated media at 37℃. The microstructural and electrochemical test results revealed the deleterious effects of Pseudomonas aeruginosa. After exposure to the inoculated medium, the scanning electron microscopy (SEM) results showed the larger pitting and formation of relatively dense biofilm on α-brass compared to 316L stainless steel. The tensile strength and hardness of 316L stainless steel were slightly affected after exposure to the controlled and inoculated media. After exposure to the controlled medium and inoculated media, the tensile strength of the α-brass was least affected but a significant decrease in the hardness (from 165 HV to 124 HV) was observed due to the severe attack induced by the Pseudomonas aeruginosa. Similarly, the open-circuit potential of the 316L stainless steel in the inoculated medium was measured to be less active (-410 mV vs Ag/AgCl) than α-brass (-550 mV vs Ag/AgCl). In the inoculated medium, potentiodynamic polarization curves confirmed the severe attack of Pseudomonas aeruginosa on α-brass (7.15 × 10-2 mm/year) compared to 316L stainless steel which registered a corrosion rate of 5.14 × 10-4 mm/year.

Water film covering characteristic on horizontal fuel rod under impinging cooling condition

  • Penghui Zhang;Bowei Wang;Ronghua Chen;G.H. Su;Wenxi Tian;Suizheng Qiu
    • Nuclear Engineering and Technology
    • /
    • v.54 no.11
    • /
    • pp.4329-4337
    • /
    • 2022
  • Jet impinging device is designed for decay heat removal on horizontal fuel rods in a low temperature heating reactor. An experimental system with a fuel rod simulator is established and experiments are performed to evaluate water film covering capacity, within 0.0287-0.0444 kg/ms mass flow rate, 0-164.1 kW/m2 heating flux and 13.8-91.4℃ feeding water temperature. An effective method to obtain the film coverage rate by infrared equipment is proposed. Water film flowing patterns are recoded and the film coverage rates at different circumference angles are measured. It is found the film coverage rate decreases with heating flux during single-phase convection, while increases after onset of nucleate boiling. Besides, film coverage rate is found affected by Marangoni effect and film accelerating effect, and surface wetting is significantly facilitated by bubble behavior. Based on the observed phenomenon and physical mechanism, dry-out depth and initial dry-out rate are proposed to evaluate film covering potential on a heating surface. A model to predict film coverage rate is proposed based on the data. The findings would have reliable guide and important implications for further evaluation and design of decay heat removal system of new reactors, and could be helpful for passive containment cooling research.

The Stability of Bridge Abutment Reinforced by Pile-slab on Soft Ground Undergoing Lateral Flow (측방유동 연약지반상 파일슬래브로 보강된 교대의 안정)

  • Hong, Won-Pyo;Song, Young-Suk
    • Journal of the Korean Geotechnical Society
    • /
    • v.22 no.8
    • /
    • pp.13-24
    • /
    • 2006
  • A site investigation has been performed for bridge abutments constructed on soft ground, which are deformed laterally by backfill. As the result from the evaluation of lateral movement in bridge abutment, the foundation piles were not considered as the passive pile at the design stage and the period for soft ground improvement was not proper. In order to prevent lateral movement of bridge abutment, the pile slab is proposed as a countermeasure. This method can effectively prevent the lateral flow of soft ground, since the overburden surcharge due to backfill on soft ground would be effectively delivered to bedrock through the piles in soft ground. The instrumentation system is designed and installed to investigate the behavior of bridge abutment on soft ground reinforced by pile slab. The instrumentation results show that pile slab effectively resists to the lateral movement of bridge abutment due to backfill. Also, the surcharge loads due to backfill are transmitted to the bedrock through piles. It confirms that the pile slab effectively resists to the lateral movement of bridge abutment due to backfill and the applied design method is reasonable.

Behavior of Bond-type Shallow Anchors in Rock Masses ( I ) - Metamorphic Rock (gneiss) at Taean Test Site - (암반에 근입된 부착형 앵커의 거동특성 (I) - 태안지역 편마암 -)

  • Kim, Dae-Hong;Lee, Dae-Soo;Chun, Byung-Sik;Kim, Byung-Hong
    • Journal of the Korean Geotechnical Society
    • /
    • v.22 no.12
    • /
    • pp.45-55
    • /
    • 2006
  • This paper presents the results of full-scale uplift load tests performed on 30 passive anchors grouted to various lengths at Taean site in Korea. Various rock types were tested, ranging from highly weathered to sound gneiss. Rock anchors were installed over a wide range of rock types and qualities with a fixed anchored depth of $1{\sim}4m$. The majority of installations used SD4O-D51 no high grade steel rebar to induce rock failure prior to rod failure. In many tests, rock failure was reached and the ultimate loads were recorded along with observations of the shape and extent of the failure surface. The test results, the failure mechanisms as well as uplift capacities of rock anchors depend mostly on rock type and quality, embedded fixed length, and the strength of rebar. Based on test results, the main parameters governing the uplift capacity of the rock anchor system were determined.

The Impact of Double-Skin Façades on Indoor Airflow in Naturally Ventilated Tall Office Buildings

  • Yohan, Kim;Mahjoub M. Elnimeiri;Raymond J. Clark
    • International Journal of High-Rise Buildings
    • /
    • v.12 no.2
    • /
    • pp.129-136
    • /
    • 2023
  • Natural ventilation has proven to be an effective passive strategy in improving energy efficiency and providing healthy environments. However, such a strategy has not been commonly adopted to tall office buildings that traditionally rely on single-skin façades (SSFs), due to the high wind pressure that creates excessive air velocities and occupant discomfort at upper floors. Double-skin façades (DSFs) can provide an opportunity to facilitate natural ventilation in tall office buildings, as the fundamental components such as the additional skin and openings create a buffer to regulate the direct impact of wind pressure and the airflow around the buildings. This study investigates the impact of modified multi-story type DSFs on indoor airflow in a 60-story, 780-foot (238 m) naturally ventilated tall office building under isothermal conditions. Thus, the performance of wind effect related components was assessed based on the criteria (e.g., air velocity and airflow distribution), particularly with respect to opening size. Computational fluid dynamics (CFD) was utilized to simulate outdoor airflow around the tall office building, and indoor airflow at multiple heights in case of various DSF opening configurations. The simulation results indicate that the outer skin opening is the more influential parameter than the inner skin opening on the indoor airflow behavior. On the other hand, the variations of inner skin opening size help improve the indoor airflow with respect to the desired air velocity and airflow distribution. Despite some vortexes observed in the indoor spaces, cross ventilation can occur as positive pressure on the windward side and negative pressure on the other sides generate productive pressure differential. The results also demonstrate that DSFs with smaller openings suitably reduce not only the impact of wind pressure, but also the concentration of high air velocity near the windows on the windward side, compared to SSFs. Further insight on indoor airflow behaviors depending on DSF opening configurations leads to a better understanding of the DSF design strategies for effective natural ventilation in tall office buildings.

Two-level control system of toggle braces having pipe damper and rotational friction damper

  • Ata Abdollahpour;Seyed Mehdi Zahrai
    • Structural Engineering and Mechanics
    • /
    • v.86 no.6
    • /
    • pp.739-750
    • /
    • 2023
  • This study examines the two-level behavior of the toggle brace damper within a steel frame having a yielding pipe damper and rotational friction damper. The proposed system has two kinds of fuse for energy dissipation in two stages. In this mechanism, rotational friction damper rather than hinged connection is used in toggle brace system, connected to a pipe damper with a limited gap. In order to create a gap, bolted connection with the slotted hole is used, such that first a specific movement of the rotational friction damper solely is engaged but with an increase in movement, the yielding damper is also involved. The performance of the system is such that at the beginning of loading the rotational friction damper, as the first fuse, absorbs energy and with increasing the input load and further movement of the frame, yielding damper as the second fuse, along with rotational friction damper would dissipate the input energy. The models created by ABAQUS are subjected to cyclic and seismic loading. Considering the results obtained, the flexibility of the hybrid two-level system is more comparable to the conventional toggle brace damper. Moreover, this system sustains longer lateral displacements. The energy dissipation of these two systems is modeled in multi-story frames in SAP2000 software and their performance is analyzed using time-history analysis. According to the results, permanent relocations of the roof in the two-level system, in comparison with toggle brace damper system in 2, 5, and 8-story building frames, in average, decrease by 15, 55, and 37% respectively. This amount in a 5-story building frame under the earthquakes with one-third scale decreases by 64%.

The Impact of Five Personality Traits and Stress Coping Methods of Paramedic Students Who Experienced Emergency Room Practice on Clinical Practice Stress (응급실 실습을 경험한 응급구조학 전공 학생의 5요인 성격특성, 스트레스 대처방식이 임상실습스트레스에 미치는 영향)

  • Jun-Ho Jung
    • The Korean Journal of Emergency Medical Services
    • /
    • v.27 no.3
    • /
    • pp.71-83
    • /
    • 2023
  • Purpose: The purpose of this study is to investigate the impact of paramedic students' five-factor personality characteristics and stress coping behavior on the stress of emergency room practice. Methods: This study conducted a survey targeting 2 grade - 4 grade paramedic students who had experience practice at emergency room at N University and B University located in Cheonan, South Chungcheong Province. Results: 'Agreeableness' was the highest at 33.88±6.31 and 'Neuroticism' was the lowest at 27.82±7.43. Among stress coping methods, 'active coping' was higher at 3.39 than 'passive coping' at 3.21, and the subarea with the highest score was 'wishful coping'. When looking at clinical practice stress by sub-domain, 'practical training environment' was the highest at 2.96, and 'interpersonal conflict' was the lowest at 2.14. There was a negative correlation between clinical practice stress and friendliness (r=-.220, p=.014) and a positive correlation with active coping (r=.210, p=.019). The influential factors were friendliness (β=-.267) and active coping (β=.258). Conclusion: The paramedic students who participated in this study showed a high level of agreeableness among the five personality traits and used a active coping style to cope with stress. Agreeableness has been shown to lower clinical practice stress, and active coping is classified as the most appropriate coping style, so research is needed to guide people to utilize friendliness and active coping well.

Factors of Information Overload and Their Associations with News Consumption Patterns: The Roles of Tipping Point (정보과잉 요인과 뉴스 소비 패턴의 관계: 티핑 포인트의 역할을 중심으로)

  • Sun Kyong, Lee;William Howe;Kyun Soo Kim
    • Information Systems Review
    • /
    • v.25 no.3
    • /
    • pp.1-26
    • /
    • 2023
  • A theoretical model of information overload (Jackson and Farzaneh, 2012) with its three influential components (i.e., time, technology, and social networks) was empirically tested in the context of news consumption behavior considered as a communicative outcome. Using a national sample of South Korean adults (N = 1166), data analyses identified perceived information overload and large/diverse social networks positively associated with active and passive news consumption. Findings may imply the existence of individually varying cognitive threshold (i.e., tipping point), if crossed individuals cannot process information any further. News consumers may keep searching and receiving information to verify factuality of news even when they feel overloaded.

Consumer Sentiment and Behavioral Intentions Regarding Dark Patterns in Online Shopping: Qualitative Research Approach (온라인 쇼핑의 다크패턴에 대한 소비자 감정 및 행동 의도: 질적연구를 통합 접근)

  • Hae-Jin Kim;Jibok Chung
    • The Journal of the Convergence on Culture Technology
    • /
    • v.10 no.1
    • /
    • pp.137-142
    • /
    • 2024
  • User interface (UI) functions are distorted and appear as a dark pattern that intentionally deceives or entices users. Consumers who are unaware of dark patterns are constrained in their choices, resulting in unnecessary economic damage. In this study, we aimed to investigate consumers' various shopping emotions and behavioral intentions after recognizing dark patterns in online shopping malls through qualitative research methods. As a result of the study, the rate of perception differed slightly depending on the type of dark pattern, and it was found that it induced consumer emotions such as distrust of the company, user deception, and displeasure. It has been found that the behavior after recognizing the dark pattern shows passive behaviors such as vowing to prevent recurrence and warning acquaintances rather than actively protesting to the company and demanding compensation for damages.