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Purpose – The purpose of this paper is to test the effect of human resource systems on organization attraction. Furthermore, the authors theorize and test how the vocational interests of prospective employees can serve as boundary conditions that affect the relationship between high-performance work systems (HPWS) and organization attraction. Design/methodology/approach – To achieve these ends, this study conducts a scenario-based experiment with prospective employees to examine the effects of HPWS and vocational interests on organization attraction. Findings – The authors demonstrated that HPWS is an important feature for organization attraction. Despite the generally positive linkage between HPWS and organization attraction, the most important implication of the findings is that job applicants also have an important role in responding to the features being used by a firm to attract applicants through HPWS. For example, potential job applicants with higher (rather than lower) social vocational interests are more likely to be attracted to the HPWS of firms. Research limitations/implications – This study has limitations that must be considered. In particular, the authors treated HPWS as a unidimensional construct. Given the study design, it is unclear whether the attraction effects are driven by HPWS as a whole or whether they are being driven by any single or multiple component(s) of the system. Future research needs to consider examining how specific practices are matched with specific vocational interests by using multiple scenarios where they bundle different high-performance work practices. Doing so would further the understanding of which specific practices affect attraction and for whom. Originality/value – This study contributes to the authors’ knowledge of the effects of HPWS on organization attraction. In addition, job applicants’ social vocational interest plays an important role in strengthening the relationship between HPWS and organization attraction.

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The potential for monitoring the construction of post-tensioned concrete beams and detecting damage to the beams under loading conditions was investigated through an experimental program. First, embedded sensors were investigated that could measure pre-stress from the fabrication process to a failure condition. Four types of sensors were installed on a steel frame, and the applicability and the accuracy of these sensors were tested while pre-stress was applied to a tendon in the steel frame. As a result, a tri-sensor loading plate and a Fiber Bragg Grating (FBG) sensor were selected as possible candidates. With those sensors, two pre-stressed concrete flexural beams were fabricated and tested. The pre-stress of the tendons was monitored during the construction and loading processes. Through the test, it was proven that the variation in thepre-stress had been successfully monitored throughout the construction process. The losses of pre-stress that occurred during a jacking and storage process, even those which occurred inside the concrete, were measured successfully. The results of the loading test showed that tendon stress and strain within the pure span significantly increased, while the stress in areas near the anchors was almost constant. These results prove that FBG sensors installed in a middle section can be used to monitor the strain within, and the damage to pre-stressed concrete beams.