• 대한관절경학회지
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• 제16권1호
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• pp.92-97
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• 2012

목적: 회전근 개 파열의 봉합 가능성은 수술적 치료의 적응증을 정립하는데 매우 중요하다. 저자는 회전근 개의 봉합 가능성 및 치유에 영향을 주는 요소들과 회전근 개 파열의 수술적 치료의 적응증에 대해서 고찰하였다. 대상 및 방법: 회전근 개 파열의 봉합 가능성은 수술적 봉합 가능성과 술 후 회전근 개 파열의 치유 가능성의 측면에서 고려되어야 한다. 회전근 개 파열의 자연 경과에 대한 이해 역시 수술적 치료를 할 것인지 보존적 치료를 할 것인지를 결정하는데 큰 도움을 준다. 결과: 회전근 개의 치유 가능성을 예측하는 세가지 일반적인 범주가 있는데 첫째로 수술적 요소, 생물학적 요소, 환경적 요소이다. 수술의는 수술적 기법을 스스로 선택함으로써 수술적 요소를 제어할 수 있으며, 생물학적 요소는 나이와 급성 외상의 유무, 만성화 정도, 파열의 정도 등을 고려하여 주의 깊게 수술 적응 대상을 선택함으로써, 환경적 요소는 흡연 및 비스테로이드성 소염진통제(nonsteroidal anti-inflammatory drug, NSAID) 사용을 피함으로써 더 좋은 임상 결과를 기대할 수 있다. 결론: 회전근 개 파열의 자연 경과와 봉합 가능성에 대한 정확한 이해는 회전근 개 파열의 수술적 치료의 적응증을 정립하고 만족스러운 임상결과를 얻는데 큰 도움을 줄 수 있다.

• Structural Engineering and Mechanics
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• 제82권6호
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• pp.757-770
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• 2022

For the design of flexural and shear crack control for reinforced concrete (RC) beams related to serviceability and reparability ensuring, eight simply-supported normal-strength reinforced concrete (NSRC) beam specimens are tested and the existing high-strength reinforced concrete (HSRC) experimental data are included in the investigation of this work. According to the investigation results of flexural and shear cracks, this works modifies the existing design formulas to determine the spacing of the tensile reinforcement for the flexural crack control of a HSRC/NSRC beam design. Additionally, for a specified shear crack width of 0.4 mm, the allowable stresses of the shear reinforcement are also identified. For the serviceability and reparability ensuring of HSRC/NSRC beams, this works proposes the relationship curves between the maximum flexural width and allowable stress of the tensile reinforcement, and the relationship curves between the shear crack width and allowable shear force that can be used to do the crack width control directly.

• International Journal of Concrete Structures and Materials
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• 제10권4호
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• pp.407-424
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• 2016

This study tests ten full-size simple-supported beam specimens with the high-strength reinforcing steel bars (SD685 and SD785) using the four-point loading. The measured compressive strength of the concrete is in the range of 70-100 MPa. The main variable considered in the study is the shear-span to depth ratio. Based on the experimental data that include maximum shear crack width, residual shear crack width, angle of the main crack and shear drift ratio, a simplified equation are proposed to predict the shear deformation of the high-strength reinforced concrete (HSRC) beam member. Besides the post-earthquake damage assessment, these results can also be used to build the performance-based design for HSRC structures. And using the allowable shear stress at the peak maximum shear crack width of 0.4 and 1.0 mm to suggest the design formulas that can ensure service-ability (long-term loading) and reparability (short-term loading) for shear-critical HSRC beam members.

• Earthquakes and Structures
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• 제14권5호
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• pp.379-388
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• 2018

This study aims to identify the effect of both longitudinal reinforcement details and damage level on making a decision of repairing pre-damaged bridge columns using basalt fiber reinforced polymer (BFRP) jackets. Two RC bridge columns with improper details of the longitudinal and/or transverse reinforcement were tested under the effect of a constant axial load and increasing lateral cyclic loading. Test results showed that the lap-splice column exhibited an inferior performance where it showed rapid degradation of strength before achieving the theoretical strength and its deformation capacity was limited; however, quick restoration is possible through a suitable rehabilitation technique. On the other hand, expensive repair or even complete replacement could be the decision for the column with the confinement failure mode. After that, a rehabilitation technique using external BFRP jacket was adopted. Performance-based design details guaranteeing the enhancement in the inelastic performance of both damaged columns were addressed and defined. Test results of the repaired columns confirmed that both reparability and the required repairing time of damage structures are dependent on the reinforcement details at the plastic hinge zone. Furthermore, lap-splice of longitudinal reinforcement could be applied as a key design-tool controlling reparability and restorability of RC structures after massive actions.

• 한국구조물진단유지관리공학회 논문집
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• 제9권1호
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• pp.251-258
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• 2005

지금까지의 대부분의 방수 방식 및 보수 등의 보호마감설계는 외부환경으로부터 콘크리트의 보호차원에서 목표재료성능을 중시 하였으나 시공과정에서 콘크리트바탕자체와의 상응성을 충분히 검토하지 못함으로서 그 요구수명을 다하지 못한 사례가 많다. 따라서 본 연구는 상하수시설 및 항만시설 등과 같은 콘크리트구조물에 있어서 콘크리트를 보호하기 위한 방식피복재의 내구성으로 수밀성, 내화학성 및 내마모성의 평가 결과 방식피복재 A 및 B형 모두 성능이 우수한 것으로 나타났다. 또한 바탕의 건조/습윤 조건, 방식피복재 도포후의 양생조건 및 다양한 온도조건에서 부착성능을 평가한 결과, 모든 경우에 있어서 기준치인 부착강도 $15kgf/cm^2$보다 정도 큰 값을 나타내었다. 또한 현장 적용성 평가로 실구조물 2곳에 대한 시험시공 결과 방식피복재 A 및 B형 모두 기준값 이상으로, 상하수도 및 지하철 시설물과 같은 콘크리트 구조물의 방수 방식 및 보수재료로서 사용이 적합한 것으로 판단된다.

• Journal of information and communication convergence engineering
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• 제7권3호
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• pp.340-344
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• 2009

Multi-server password authentication schemes enable remote users to obtain service from multiple servers with single password without separately registering to each server. In 2007, Hu-Niu-Yang proposed an improved efficient password authenticated key agreement scheme for multi-server architecture based on Chang-Lee's scheme proposed in 2004. This scheme is claimed to be more efficient and is able to overcome a few existing deficiencies in Chang-Lee's scheme. However, we find false claim of forward secrecy property and some potential threats such as offline dictionary attack, key-compromise attack, and poor reparability in their scheme. In this paper, we will discuss these issues in depth.

• 국제학술발표논문집
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• The 2th International Conference on Construction Engineering and Project Management
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• pp.769-776
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• 2007

The comprehensive Topic of Total Quality Management (TQM) has been put forward since the 6^th decade in industrial countries. The serious attention to it in developing countries goes back to recent years. Unfortunately serious attention is not paid to quality issues in building industry. Therefore, the construction of buildings is highly vulnerable against natural events while having low effective lifetime. Wide-range destruction of the residential buildings in the earthquake of Bam ( in IRAN ) is a clear proof for this claim. In this paper we tried to present the corresponding effects between quality issues and other aspects of a building project (such as costs) and proposed general solutions to improve quality indices in construction industry.

• Computers and Concrete
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• 제4권3호
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• pp.167-186
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• 2007

Ductility based design of reinforced concrete structures implicitly assumes certain damage under the action of a design basis earthquake. The damage undergone by a structure needs to be quantified, so as to assess the post-seismic reparability and functionality of the structure. The paper presents an analytical method of quantification and location of seismic damage, through system identification methods. It may be noted that soft ground storied buildings are the major casualties in any earthquake and hence the example structure is a soft or weak first storied one, whose seismic response and temporal variation of damage are computed using a non-linear dynamic analysis program (IDARC) and compared with a normal structure. Time period based damage identification model is used and suitably calibrated with classic damage models. Regenerated stiffness of the three degrees of freedom model (for the three storied frame) is used to locate the damage, both on-line as well as after the seismic event. Multi resolution analysis using wavelets is also used for localized damage identification for soft storey columns.

• Earthquakes and Structures
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• 제6권5호
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• pp.561-580
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• 2014

After strong earthquakes conventional frames used worldwide in multi - story steel buildings (e.g. moment resisting frames) are not well positioned according to reparability. Two innovative systems for seismic resistant steel frames incorporated with dissipative fuses were developed within the European Research Program "FUSEIS" (Vayas et al. 2013). The first, FUSEIS1, resembles a vertical Vierendeel beam and is composed of two closely spaced strong columns rigidly connected to multiple beams. In the second system, FUSEIS2, a discontinuity is introduced in the composite beams of a moment resisting frame and the dissipative devices are steel plates connecting the two parts. The FUSEIS system is able to dissipate energy by means of inelastic deformations in the fuses and combines ductility and architectural transparency with stiffness. In case of strong earthquakes damage concentrates only in the fuses which behave as self-centering systems able to return the structure to its initial undeformed shape. Repair work after such an event is limited only to replacing the fuses. Experimental and numerical investigations were performed to study the response of the fuses system. Code relevant design rules for the seismic design of frames with dissipative FUSEIS and practical recommendations on the selection of the appropriate fuses as a function of the most important parameters and member verifications have been formulated and are included in a Design Guide. This article presents the design and performance of building frames with FUSEIS 1-1 based on models calibrated on the experimental results.

• Steel and Composite Structures
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• 제14권6호
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• pp.547-569
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• 2013

In recent years there has been increasing international interest about designing structures that cost less to repair after they have been subjected to strong earthquakes. Considering this interest, an innovative repairable fuse device has been developed for dissipative beam-to-column connections in moment-resisting composite steel and concrete frames. The seismic performance of the device was assessed through an extensive experimental program comprising ten cyclic and two monotonic tests. These tests were conducted on a single beam-to-column specimen with different fuse devices for each test. The devices varied in terms of the chosen geometric and mechanical parameters. The tests showed that the devices were able to concentrate plasticity and to dissipate large amounts of energy through non-linear behavior. Numerical models were developed with Abaqus and simplified design models are also proposed.