Single-directional linear type cyclic loading and bi-directional horizontal circle and square type loading test were performed to investigate the ultimate behavior on rectangular steel pier base-to-footing connection. The main purpose of this study is to investigate the seismic response of the anchor bolts under several loading types. The destruction nature of an anchor bolt and footing concrete is examined using 1/5 scale model. The experimental result for the monotonic loading test was verified by numerical analysis
An experimental study of typical connections commonly used in precast concrete buildings subjected t...
Bi-directionalloading test are carried out to examine response behavior of square section steel brid...
Thirty full-scale specimens of five types of connection were constructed and tested under: (a) monot...
Steel column bases designed following the US standards were damaged during the recent 1994 Northridg...
A footing-to-reinforced concrete (RC) pier connection resists the lateral load induced by earthquake...
This thesis explores the structural performance of a non- traditional pier. The Modular Hybrid Pier ...
[[abstract]]The seismic resistance characteristics of a newly developed composite bridge pier system...
Steel to concrete connections using post-installed anchors are nowadays used in seismic-prone countr...
To investigate the seismic performance of partially concrete-filled steel bridge piers under actual ...
Report No. CCEER-99-3The research presented in this report consisted of an experimental and an analy...
Rectangular cross section is commonly used in rigid frame piers of highway bridges. However, few exp...
This thesis is concerned with the behaviour of slender, circular, reinforced-concrete bridge piers ...
Seismic performance assessment is of critical importance for structures in regions where earthquakes...
The article presents experimental tests carried out to investigate the effect of crack width (0.4, 0...
Many steel structures have been faced the problem of deterioration in Japan. Severe damages will be ...
An experimental study of typical connections commonly used in precast concrete buildings subjected t...
Bi-directionalloading test are carried out to examine response behavior of square section steel brid...
Thirty full-scale specimens of five types of connection were constructed and tested under: (a) monot...
Steel column bases designed following the US standards were damaged during the recent 1994 Northridg...
A footing-to-reinforced concrete (RC) pier connection resists the lateral load induced by earthquake...
This thesis explores the structural performance of a non- traditional pier. The Modular Hybrid Pier ...
[[abstract]]The seismic resistance characteristics of a newly developed composite bridge pier system...
Steel to concrete connections using post-installed anchors are nowadays used in seismic-prone countr...
To investigate the seismic performance of partially concrete-filled steel bridge piers under actual ...
Report No. CCEER-99-3The research presented in this report consisted of an experimental and an analy...
Rectangular cross section is commonly used in rigid frame piers of highway bridges. However, few exp...
This thesis is concerned with the behaviour of slender, circular, reinforced-concrete bridge piers ...
Seismic performance assessment is of critical importance for structures in regions where earthquakes...
The article presents experimental tests carried out to investigate the effect of crack width (0.4, 0...
Many steel structures have been faced the problem of deterioration in Japan. Severe damages will be ...
An experimental study of typical connections commonly used in precast concrete buildings subjected t...
Bi-directionalloading test are carried out to examine response behavior of square section steel brid...
Thirty full-scale specimens of five types of connection were constructed and tested under: (a) monot...
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