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pro vyhledávání: '"Ho-Hsiung Yang"'
Autor:
Ho-Hsiung Yang, 楊鶴雄
102
Pile foundations are used to support a wide variety of structures. In many cases, lateral loads are often the critical factors considered in the design of piles. The response of piles subjected to lateral loading is highly nonlinear due to t
Pile foundations are used to support a wide variety of structures. In many cases, lateral loads are often the critical factors considered in the design of piles. The response of piles subjected to lateral loading is highly nonlinear due to t
Externí odkaz:
http://ndltd.ncl.edu.tw/handle/39230059777194088928
Autor:
Yung Yen Ko, Ho Hsiung Yang
Publikováno v:
Soil Dynamics and Earthquake Engineering. 123:265-277
Seismic fragility curves represent the seismic vulnerability of structures and are used to quickly evaluate structural damage in earthquakes. In this study, seismic fragility analyses for the sheet-pile wharves of Port of Hualien, Taiwan were perform
Publikováno v:
Soil Dynamics and Earthquake Engineering. 31:830-840
This study proposes a procedure for developing seismic fragility curves for a pile-supported wharf. A typical pile-supported wharf, as commonly used in the ports of Taiwan, is chosen for demonstration. For a structural model of the wharf, the deck is
Publikováno v:
Journal of Geotechnical and Geoenvironmental Engineering. 135:1341-1346
The capacity of a pile-soil system can be obtained by pushover analysis using the beam-on-nonlinear-Winkler foundation model. When the pile section enters the plastic state, the plastic hinge method is usually adopted to model its postyielding flexur
Publikováno v:
Proceedings of the 17th IAARC/CIB/IEEE/IFAC/IFR International Symposium on Automation and Robotics in Construction.
Reasonable and up-to-date construction cost data is essential for budget making, bidding, and auditing in the construction industry. Generating a construction budget is a highly professional task and usually takes substantial time and man-hours to co