In this study, A preliminary research has been attempted by design and strength analysis on a series of precast ultra high-strength concrete slab systems in order to evaluate. To compare with conventional reinforced concrete slabs, current slab systems can improve serviceability and ultimate load capacities, crack control, and durability, so as to apply in long span, lightweight, and slender building slab systems.

This study investigate mechanical properties of alkali-activated slag fiber-composites according to water to binder ratio. A series of experiments were carried out to find the mechanical properties including compressive strength, uniaxial tensile tests. The result of tests exhibited strain hardening behavior and high ductility under direct uniaxial tensile load test.

The research presents a reinforced concrete columns using Strain Hardening Cementitious composites (SHCC). For the columns, in order to predict seismic performances, several methods are evaluated in SDOF systems such as the Capacity Spectrum Method (CSM), the Direct Displacement Based Design (DDBM) and the Displacement Coefficient Method (DCM).

This paper presents a half-precast composite concrete slab using a strain-hardening cementitious composites (SHCC). The flexural characteristics of SHCC-RC Composite slab was evaluated with a conventional reinforced concrete slab and the composite slab was excellent in crack control to compare with the reinforced concrete slab.

In recent, high performance concrete structures can be developed using Ultra-High Performance Concrete (UHPC) which has mainly high compressive and tensile strength. Therefore, in reinforced concrete (RC) structures, it is possible to reduce structural elements and the cost of construction by reducing the amount of concrete and steel bars. This study compared and evaluated bending performances of RC and UHPC beams respectively and examined the design suitability of UHPC flexural members.

In this study, high performance fiber composites has developed using GGBS and Flyash with PVA fiber. Thus, four mixtures was determined accoding to the ratio of binder. A series of experiments, including slump flow, compressive strength, uniaxial tensile strength tests were carried out to characterize the mechanical properties of the fiber composites. The result of tests, slump flow showed an average 428mm and tensile strain 2% of behavior strain hardening of due to the occurrence multiple micro crack.

This paper presents a half precast strain-hardening cementitious composites (SHCC) and reinforced steel truss deck in order to develop SHCC and reinforced concrete composite slabs. The developed half precast decks were evaluated for loading of construction stages and presented excellent flexural performances during construction stages.

In the research, there were seismically strengthened reinforced concrete composite columns by applying Strain Hardening Cementitious Composites(SHCC). The seismic performance of SHCC-RC composite columns were studied by the concepts of seismic performance-based design approaches as well as with experiments.

In this paper, experimental study of composite slab systems was performed. The slab system could minimize reinforcements and improve crack control by applying high-ductile cementitious composites. In the application of the field construction, the construction process of the half-precast system could minimize the formwork of concrete construction.

In this study, high-ductile and low-fiber composites have been mixed using Alkali-activated cement-free binders combined with PVA fibers of the volume fraction of 1.0～1.5%. From the direct tensile test of the composites, the low-fiber cement-free composites could exhibit high-ductile tensile behaviors about 4.0～7.0% tensile strains after cracks.

This paper describes the results of experimental testing of GFRP composite beam strengthened reinforced concrete (RC) slabs with two symmetrical openings. The aim of this study is to investigate the most effective strengthening method using GFRP composite beams in slabs with openings for enhancing the load-carrying capacity and stiffness. Test results showed that the strengthened slabs seem to increase the load-carrying capacity by 29%, 21% and 12% over that of the control specimen for diagonal, parallel and surround strengthening, respectively. Furthermore, test results showed that diagonal-strengthened system is one of the most effective methods for RC slab with openings in terms of load-carrying capacity, stiffness and crack patterns.

In this research, it is shown a nonlinear analysis of reinforced concrete (RC) composite columns by applying high-performance fiber-reinforced cementitious composite(HPFC) mortar. The developed model was considering the high-ductile characteristic of HPFC mortar. In the result, the analysis by the model was well predicted the experimental behaviors the RC composite column.

Amorphous metal fibers can improve the brittleness of concrete and enhance the shear and tensile strength of reinforced concrete (RC) members. A series of experimental studies RC composite beams with amorphous metal fiber composites were conducted, and it was shown that the RC beam with amorphous metal fiber composites could give improved flexural responses to compare with the reinforced concrete beam.

This paper presents a reinforced concrete composite slab with a strain-hardening cementitious composites (SHCC). This slab system has merits in longer-span. minimizing the reinforcements as well as improving crack control. The field application in construction is suitable to apply the non-supporting formwork system in construction.

In current study, a reinforced concrete (RC) composite column made with precast HPFC box located at the flexural critical region has been presented in order to improve seismic performance of the column. The construction process of the precast column system was also developed in order to apply in the field construction of official building structures.

In the current study, reinforced concrete (RC) composite beams made with precast HPFC has been manufactured in order to improve bending and shear performances of the RC beams. The construction process of the precast column system was also developed in order to apply in the field construction of official building structures.

In this study, a newly developed reinforced concrete (RC) composite column strengthened by high performance fiber reinforced composite (HPFC) was analyzed by using a nonlinear flexural analysis of columns. The analysis by the developed model was well predicted the experimental performances of HPFC and RC composite columns.

철근콘크리트 보의 휨 및 전단파괴 예측을 위한 철근콘크리트 부재의 3차원 유한요소모델을 개발하였다. 다축구속응력 하에서의 콘크리트의 연성거동을 보다 정확히 예측하기 위해 변형률 공간에서의 콘크리트 파괴기준을 제시하였다. 3축하에서의 콘크리트 균열거동을 위해 균열발생 후 인장연화거동, 골재맞물림 및 다우얼효과를 고려한 균열면 전단전달특성을 고려토록 하였다. 휨 및 전단 파괴 양상을 갖는 보 시험체와의 비교 연구를 통하여 본 유한요소 모델은 저보강보의 연성 휨 파괴 뿐만 아니라 전단보강되지 않은 철근콘크리트 보의 취성 전단 파괴 양상을 갖는 부재의 거동 예측에도 유효한 것으로 판단되었다.

본 연구는 능동텐던을 이용 지진을 받는 구조물의 최적 능동제어 방법에 관한 수치해법 적용 및 프로그램 개발에 목적이 있다. 능동텐던 시스템에 의한 제어이론을 적용하기 위해서 Ricatti 폐회로 알고리즘을 이용하였으며, 시간지연 문제를 고려하였다. 최적제어의 정식화를 위해서 SUMT기법의 최적화에 의해 성능지수를 최소로 하는 최적 가중치행렬을 추정토록 하였다. 구조물에서의 능동텐던의 최적 위치 선정을 위해서 가제어지수에 의한 방법을 소개하였다. 수치 예를 통해, 제어기의 최적 위치선정을 고려한 능동최적제어가 지진하중을 받는 구조물의 성능제어에 우수한 효과를 나타내는 것으로 평가되었다.

다자유도의 교량에 횡방향 지진하중을 받는 경우, 교량의 내진성능설계 및 성능평가를 위한 두 가지 비선형 등가 정적해석절차를 제시하였다. 빌딩구조물에 대한 FEMA-273의 변위계수법과 ATC에서 채택하고 있는 역량스펙트럼법을 개선하여 다자유도 연속교량의 내진성능평가에 적용토록 제시하였다. 수정된 두 방법들에 대한 적합성을 시간이력 동적해석과 비교토록 하였다. 다자유도 교량의 교축직각방향 관성력 분포를 합리적으로 반영하기 위하여, 수평방향 지진하중의 분포형태에 따른 모드 및 스펙트럴 하중분포를 적용토록 하였다. 철근 콘크리트 교각 부재는 하중-기초법에 의한 비선형 층상화 골조 유한요소 모델을 사용하여 교량 구조물을 모델링 하였다.