A5105973733- Bamboo properties and applications
- Seismic Performance and Analysis
- Wood Treatment and Properties
- Structural Behavior of Reinforced Concrete
- Masonry and Concrete Structural Analysis
- Structural Engineering and Vibration Analysis
- Structural Load-Bearing Analysis
- Structural Response to Dynamic Loads
- Natural Fiber Reinforced Composites
- Plant Pathogenic Bacteria Studies
- Garlic and Onion Studies
- Plant Virus Research Studies
- Vibration and Dynamic Analysis
- Powdery Mildew Fungal Diseases
- Flowering Plant Growth and Cultivation
- Structural Health Monitoring Techniques
- Plant Molecular Biology Research
National Cheng Kung University
2011-2024
National Research Institute for Earth Science and Disaster Resilience
2010
Kyoto University
2010
A series of large-scale shaking table tests is conducted for a high-rise building structure subjected to long-period ground motions. test method developed preserve the original dimensions structural members prototype that has 21 stories with total height 80 m. The specimen consists four-story, two-span by one-bay steel moment frame and three substitute layers placed on top frame. layers, which consist concrete slabs rubber bearings, are arranged represent upper prototype. From preliminary...
Phalaenopsis orchids are popular floral crops, and development of new cultivars is economically important to floricultural industries worldwide. Analysis orchid genes could facilitate improvement. Bacterial artificial chromosome (BAC) end sequences (BESs) can provide the first glimpses into sequence composition a novel genome yield molecular markers for use in genetic mapping breeding.We used two BAC libraries (constructed using BamHI HindIII restriction enzymes) equestris generate pair-end...
Under different combinations of horizontal and vertical loads, a total three quasi-static cyclic tests were conducted to investigate the structural behavior Dieh-Dou timber frame. Typical deformation patterns include column rocking, joint rotation around primary beam-column Dou-column regions, shear mortise, embedment shearing mortise regions Dou members. Visible generally began from 1/30 rad onward. The column-restoring force contributed mainly frame's moment resistance when displacement is...
The Taiwanese Dieh-Dou-type complex brackets used in traditional timber buildings are commonly believed to sustain both in-plane and out-of-plane loadings of the main frame during seismic events. From past statistical investigation, single-tier, double-tier triple-tier asymmetric bracket designs were chosen as test subjects. A series quasi-static cyclic tests was applied full-scale specimens evaluate their behaviour when subjected loading. generally exhibited significantly higher resistance...
The performance of high-rise steel moment frame buildings constructed in the 1970's is examined by using E-Defense shake-table facility. Typical design and detailing are incorporated a four-story, specimen. specimen subjected to series response deformations representing building. Long-period ground motions impose substantial number inelastic deformations, which eventually cause fracture beam-to-column connections.
A series of in-plane structural studies the traditional timber structures have been conducted since 1999 Chi-Chi earthquake.Most these were largely based on quasi-static tests, limited modelling are found dynamic behaviour types, in particular, complex bracket systems.Owing to their complexity and lack proper seismic evaluation methods for this type oriental structures, engineers often assume connections bear no moment resistance, thus, will tend simplify them two idealized extreme forms...