• 제목/요약/키워드: Strength development model

검색결과 704건 처리시간 0.026초

Prediction of the flexural overstrength factor for steel beams using artificial neural network

  • Guneyisi, Esra Mete;D'niell, Mario;Landolfo, Raffaele;Mermerdas, Kasim
    • Steel and Composite Structures
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    • 제17권3호
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    • pp.215-236
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    • 2014
  • The flexural behaviour of steel beams significantly affects the structural performance of the steel frame structures. In particular, the flexural overstrength (namely the ratio between the maximum bending moment and the plastic bending strength) that steel beams may experience is the key parameter affecting the seismic design of non-dissipative members in moment resisting frames. The aim of this study is to present a new formulation of flexural overstrength factor for steel beams by means of artificial neural network (NN). To achieve this purpose, a total of 141 experimental data samples from available literature have been collected in order to cover different cross-sectional typologies, namely I-H sections, rectangular and square hollow sections (RHS-SHS). Thus, two different data sets for I-H and RHS-SHS steel beams were formed. Nine critical prediction parameters were selected for the former while eight parameters were considered for the latter. These input variables used for the development of the prediction models are representative of the geometric properties of the sections, the mechanical properties of the material and the shear length of the steel beams. The prediction performance of the proposed NN model was also compared with the results obtained using an existing formulation derived from the gene expression modeling. The analysis of the results indicated that the proposed formulation provided a more reliable and accurate prediction capability of beam overstrength.

Development of a novel self-centering buckling-restrained brace with BFRP composite tendons

  • Zhou, Z.;He, X.T.;Wu, J.;Wang, C.L.;Meng, S.P.
    • Steel and Composite Structures
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    • 제16권5호
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    • pp.491-506
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    • 2014
  • Buckling-restrained braces (BRBs) have excellent hysteretic behavior while buckling-restrained braced frames (BRBFs) are susceptible to residual lateral deformations. To address this drawback, a novel self-centering (SC) BRB with Basalt fiber reinforced polymer (BFRP) composite tendons is presented in this work. The configuration and mechanics of proposed BFRP-SC-BRBs are first discussed. Then an 1840-mm-long BFRP-SC-BRB specimen is fabricated and tested to verify its hysteric and self-centering performance. The tested specimen has an expected flag-shaped hysteresis character, showing a distinct self-centering tendency. During the test, the residual deformation of the specimen is only about 0.6 mm. The gap between anchorage plates and welding ends of bracing tubes performs as expected with the maximum opening value 6 mm when brace is in compression. The OpenSEES software is employed to conduct numerical analysis. Experiment results are used to validate the modeling methodology. Then the proposed numerical model is used to evaluate the influence of initial prestress, tendon diameter and core plate thickness on the performance of BFRP-SC-BRBs. Results show that both the increase of initial prestress and tendon diameters can obviously improve the self-centering effect of BFRP-SC-BRBs. With the increase of core plate thickness, the energy dissipation is improved while the residual deformation is generated when the core plate strength exceeds initial prestress force.

Viscoelastic behavior of aqueous surfactant micellar solutions

  • Toshiyuki Shikata;Mamoru Shiokawa;Shyuji Itatani;Imai, Shin-ichiro
    • Korea-Australia Rheology Journal
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    • 제14권3호
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    • pp.129-138
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    • 2002
  • A cationic surfactant, cetyltrimethylammonium $\rho$-toluenesufonate (CTA$\rho$TS), forms long threadlike micelles in aqueous solution. The threadlike micelles make concentrated entanglement networks, so that the solution shows pronounced viscoelastic behavior as concentrated polymer systems do. However, a mechanism for a process responsible for the longest relaxation time of the threadlike micellar system is different from that of semi-dilute to concentrated polymer systems. The threadlike micellar system exhibits unique viscoelasticity described by a Maxwell model. The longest relaxation time of the threadlike micellar system is not a function of the concentration of CTA$\rho$TS, but changes with that of $\rho$-toluenesufonate ($\rho$$TS^{-}$) ions in the bulk aqueous phase supplied by adding sodium $\rho$-toluenesulfonate (NapTS). The rates of molecular motions in the threadlike micelles are not influenced by the concentration of $\rho$$TS^{-}$ anions, therefore, molecular motions in the threadlike micelles (micro-dynamics) are independent of the longest relaxation mechanism (macro-dynamics). A nonionic surfactant, oleyldimethylamineoxide (ODAO), forms long threadlike micelles in aqueous solution without any additives. The aqueous threadlike micellar system of ODAO also shows Maxwell type viscoelastic behavior. However, the relaxation mechanism for the longest relaxation process in the system should be different from that in the threadlike micellar systems of CTA$\rho$TS, since the system of ODAO does not contain additive anions. Because increase in the average degree of protonation of head groups of ODAO molecules in micelles due to adding hydrogen bromide causes the relaxation time remarkably longer, changes in micro-structure and micro-dynamics in the threadlike micelle are closely related to macro-dynamics in contrast with the threadlike micellar system of CTA$\rho$TS.

한국형 재활환자분류체계 버전 1.0 개발 (The Development of Korean Rehabilitation Patient Group Version 1.0)

  • 황수진;김애련;문선혜;김지희;김진휘;하영혜;양옥영
    • 보건행정학회지
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    • 제26권4호
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    • pp.289-304
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    • 2016
  • Background: Rehabilitations in subacute phase are different from acute treatments regarding the characteristics and required resource consumption of the treatments. Lack of accuracy and validity of the Korean Diagnosis Related Group and Korean Out-Patient Group for the acute patients as the case-mix and payment tool for rehabilitation inpatients have been problematic issues. The objective of the study was to develop the Korean Rehabilitation Patient Group (KRPG) reflecting the characteristics of rehabilitation inpatients. Methods: As a retrospective medical record survey regarding rehabilitation inpatients, 4,207 episodes were collected through 42 hospitals. Considering the opinions of clinical experts and the decision-tree analysis, the variables for the KRPG system demonstrating the characteristics of rehabilitation inpatients were derived, and the splitting standards of the relevant variables were also set. Using the derived variables, we have drawn the rehabilitation inpatient classification model reflecting the clinical situation of Korea. The performance evaluation was conducted on the KRPG system. Results: The KRPG was targeted at the inpatients with brain or spinal cord injury. The etiologic disease, functional status (cognitive function, activity of daily living, muscle strength, spasticity, level and grade of spinal cord injury), and the patient's age were the variables in the rehabilitation patients. The algorithm of KRPG system after applying the derived variables and total 204 rehabilitation patient groups were developed. The KRPG explained 11.8% of variance in charge for rehabilitation inpatients. It also explained 13.8% of variance in length of stay for them. Conclusion: The KRPG version 1.0 reflecting the clinical characteristics of rehabilitation inpatients was classified as 204 groups.

Towards efficient sharing of encrypted data in cloud-based mobile social network

  • Sun, Xin;Yao, Yiyang;Xia, Yingjie;Liu, Xuejiao;Chen, Jian;Wang, Zhiqiang
    • KSII Transactions on Internet and Information Systems (TIIS)
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    • 제10권4호
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    • pp.1892-1903
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    • 2016
  • Mobile social network is becoming more and more popular with respect to the development and popularity of mobile devices and interpersonal sociality. As the amount of social data increases in a great deal and cloud computing techniques become developed, the architecture of mobile social network is evolved into cloud-based that mobile clients send data to the cloud and make data accessible from clients. The data in the cloud should be stored in a secure fashion to protect user privacy and restrict data sharing defined by users. Ciphertext-policy attribute-based encryption (CP-ABE) is currently considered to be a promising security solution for cloud-based mobile social network to encrypt the sensitive data. However, its ciphertext size and decryption time grow linearly with the attribute numbers in the access structure. In order to reduce the computing overhead held by the mobile devices, in this paper we propose a new Outsourcing decryption and Match-then-decrypt CP-ABE algorithm (OM-CP-ABE) which firstly outsources the computation-intensive bilinear pairing operations to a proxy, and secondly performs the decryption test on the attributes set matching access policy in ciphertexts. The experimental performance assessments show the security strength and efficiency of the proposed solution in terms of computation, communication, and storage. Also, our construction is proven to be replayable choosen-ciphertext attacks (RCCA) secure based on the decisional bilinear Diffie-Hellman (DBDH) assumption in the standard model.

콘크리트 흡수 수분확산계수 산정을 위한 실험 및 수치해석 모델 개발 (Development of Testing and Analysis Model for Evaluation of Absorbed Water Diffusion into Concrete)

  • 박동천;안재철
    • 한국건축시공학회지
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    • 제11권4호
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    • pp.371-378
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    • 2011
  • 콘크리트는 다공질로서 수분이 접하게 되면 시간경과에 따라 흡수가 일어난다. 다양한 배합의 콘크리트에서 어느 정도 수분 흡수가 빨리 일어나는가는 흡수수분 확산계수 산출을 통하여 가능하며, 본 연구에서는 길이가 다른 시험체의 질량 경시변화를 통하여 깊이별 흡수 수분량을 산출하였다. 흡수 수분 확산계수는 시간과 깊이의 함수로 이뤄진 볼츠만 변수를 사용하여 실험값과의 회귀분석을 통하여 구하였으며, 그 정확도는 비선형 유한요소 과도해석을 통하여 검증하였다.

원형 콘크리트 충전 강관 (CFT)의 비선형 유한 요소 해석 기법 개발 (Development of Non-linear Finite Element Modeling Technique for Circular Concrete-filled Tube (CFT))

  • 문지호;고희중;이학은
    • 대한토목학회논문집
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    • 제32권3A호
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    • pp.139-148
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    • 2012
  • 원형 콘크리트 충전 강관 (CFT)은 강관과 콘크리트 내부채움재로 이루어진 합성구조로 급속 시공이 가능하고 치수 대비 강도의 효율성이 좋아 교량의 교각이나 건축물의 기둥으로 사용되고 있다. CFT에 대한 실험적 연구는 지난 수년간 꾸준히 연구되어 왔지만 이러한 실험 연구만으로 CFT의 거동을 파악하기는 충분하지 않다. 따라서, CFT의 실험 연구를 보완하고 보다 다양한 제원 및 하중 조건을 고려하여 CFT의 구조 거동을 파악하기 위해서는 수치해석 모델이 필요하다. 본 연구는 CFT의 비선형 유한 요소 해석 기법을 개발하는데 목표가 있다. 개발된 CFT의 유한 요소 해석 모델 기법은 다양한 하중이 작용하는 실험 결과들과 비교하여 그 타당성을 입증하였으며, 제안된 유한 요소 해석 모델은 CFT의 구속 효과 및 CFT의 구조 거동을 잘 모사할 수 있었다.

터널 보강용 고성능 침투 주입재 연구개발 (Development of New Micro-Cement Grouting Materials for Tunneling)

  • 임유진;이강호;김형겸;홍창수;안준희
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2008년도 추계 학술발표회
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    • pp.1559-1570
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    • 2008
  • A new grouting material named 3S is developed that can be used effectively for reinforcing cut surface of weathered rock in processing of tunneling. The new material is composed of mostly micro slag cement and general Portland cement, but the material is foundered again upto $8,000\;cm^2/g$ of specific area so that it can be easily infiltrated in to the ground. For verifying technical and engineering quality of the material several laboratory tests with specially designed test apparatus were performed including compression tests, infiltration tests and resonant column tests. It was verified that the newly developed grouting material at early age of 1 or 3 days generates 200~1500% higher compressive strength and 400~560% larger elastic modulus than those of the LW(LW-1) or micro-cement(LW-2) grouting materials in the market. In addition, the new 3S grouting material could be so easily infiltrated into the model ground in the lab tests that it produces 4 times larger grouted roots in average compared to the usual water glass type grouting material(LW-1). Thus, it can be said that the newly developed grouting material can effectively prevent inflow water into tunnel compared to LW grouting materials.

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COVID-19 시대 국내외 원격의료 동향과 의료서비스산업의 균형 성장을 위한 정책 제언 (The Recent Trends in Telemedicine in the era of COVID-19 and Policy Recommendations for the Balanced growth of Healthcare Service Industry in Korea)

  • 이재희
    • 문화기술의 융합
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    • 제6권4호
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    • pp.591-598
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    • 2020
  • 2020년 2월 COVID-19의 1차 대유행 이후 국내외적으로 원격의료에 대한 수요가 크게 증가하였고, 이에 대부분의 국가에서는 원격의료 관련 규제를 완화하였다. 우리나라 역시 2월 이후 한시적으로 '비대면진료'라는 이름으로 원격의료를 허용하고 있다. 원격의료는 만성질환 관리에 매우 효과적이고 정보통신기술의 발전에 따라 적용 가능한 진료과목이 점차 확대되고 있어, 의료서비스 질 향상 및 새로운 진료모형의 창출에 기여할 것으로 기대된다. 그러나 원격의료 참여를 매개로 한 의료공급자 간 차별화 효과를 낳을 수 있고 이는 대형병원 쏠림의 왜곡된 의료서비스산업구조의 문제점을 더욱 악화시킬 우려가 있다. 따라서 일차 진료기관을 중심으로 한 만성질환 관리 주치의제도의 정착을 통해 원격의료의 확대와 지역의료기반의 안정화를 동시에 도모하고, 상급종합병원 및 외국인환자유치기관에 대해서는 재외국민과 외국인 대상 원격의료 제공 능력을 지원하는 이원적 지원 정책 추진이 필요하다.

고속철도에서의 소성침하를 고려한 강화노반 설계기법 개발 (Development of Design Method for Reinforced Roadbed Considering Plastic Settlement for High-speed Railway)

  • 최찬용;최원일;한상재;정재현
    • 한국지반공학회논문집
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    • 제29권9호
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    • pp.55-69
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    • 2013
  • 본 설계법은 기존 탄성이론에 근거한 강화노반 설계방법의 대안으로 노반의 소성침하와 열차 반복하중에 따른 응력-변형 특성을 고려한 노반 설계 방법이다. 특징은 설계자가 요구하는 허용설계기준에 따라 교통하중과 열차 년간 통과톤수에 따라 노반의 탄성변위 뿐만 아니라 소성침하량을 평가할 수 있다. 본 설계법을 이용하여 허용 탄성 및 소성 침하량, 열차 속도 및 총통과톤수등의 설계조건을 고려하여 호남고속철도 표준노반단면에 적용하였다. 그 결과 노반의 회복탄성계수 모델인자($A_E$), 일축압축강도, 흙 재료 종류 등의 요구수준 등을 평가할 수 있다.