結構破壞常發生在梁柱接頭，或是梁、柱、牆面上，會對使用舒適度產生不良的影響。了解荷載作用而產生的結構行為非常重要，因為它可以幫助我們預測結構的強度和評估其舒適性。透過實驗或是數值模擬的方式，可以幫助我們達到此目的。本研究以VecTor2預測梁柱接頭、梁、柱與牆體，分別在外荷載作用下的剪力、結構裂縫分布和位移。鋼筋的握裹滑移對結構本身的強度有著很大的影響，本研究內含的四種構件形式均考慮到握裹滑移效應，並與實驗的數據結果比較之，驗證使用VecTor2模擬分析的正確性。;Structure failure often occurs in the structure beam-column joint, structure beam, structure column, and structure wall. This failure can adversely affect the comfort level of the structure. Knowing the behavior of structure resulting from the load is important, as it can help to predict the strength of the structure and comfort of the structure being worked on. One way to find out and predict the strength and comfort of the structure as a result of the load received is experimental test and simulation. The simulation VecTor2 used to predict the shear force, crack, and displacement of reinforced concrete beam-column joint, reinforced concrete beam, reinforced concrete column, and reinforced concrete wall when applied the load. This simulation considered the effect of bond stress-slip effect of behavior reinforced concrete. Bonds stress-slip gives a great influence on the strength and hysteretic response of the beam-column joint, column, beam, and wall. That is why this study considers the influence of bond stress-slip on strength beam-column joint, beam, column, and wall. All the result of simulation VecTor2 using bond stress-slip effect would be compared with the result of the experimental test to see the accuracy of the simulation test.
