[[abstract]]The Performance Based Design in geotechnical engineering requires an extensive research work prior to the details establishment for the design. The seismic performance of the piles is certainly of this interest, thus worthwhile discussions for the engineers. This paper would allow one to find the example of the studies based on PBEE and EQWEAP analyse. A numerical study was conducted for the piles located in Taipei Basin where the seismic conditions are significantly important to the design engineers. Therefore the local seismic design concerns of the Building Code were also incorporated into the measurements. Follow the simplified form of PEER Framing equation, probabilities of the possible pile performance parameters were able...
This paper illustrates the design issues of a pile supported wharf in a high seismicity area in Indo...
Invited LectureThree different approaches for assessment of seismic performance of pile foundations ...
The Pacific Earthquake Engineering Research (PEER) Center's Performance Based Earthquake Engineering...
[[abstract]]This paper introduces the current pile design practice in Taiwan with seismic performanc...
[[abstract]]One-dimensional wave equation can be used to model the seismic responses of piles. This ...
[[abstract]]This paper discusses the seismic performance based design (PBD) analysis on piles using ...
[[sponsorship]]淡江大學土木工程學系(TKUCE); 中華民國大地工程學會(TGS)[[conferencetype]]國際[[conferencetkucampus]]台北校園[[co...
ABSTRACT: Investigation of the correlation between so-called engineering demand parameters (EDPs) an...
Accurate prediction of seismic performance of structures is important in reducing risks from earthqu...
[[conferencetype]]國際[[conferencedate]]20100513~20100515[[conferencelocation]]臺北市, 臺
Investigation of the correlation between so-called engineering demand parameters (EDPs) and various...
SUMMARY: Pile foundations are commonly adopted for various types of multi storied and industrial str...
[[sponsorship]]四川大學; 香港理工大學[[conferencetype]]國際[[conferencedate]]20090511~20090512[[booktype]]紙本[[is...
[[conferencetype]]國際[[conferencedate]]20130602~20130604[[booktype]]紙本[[iscallforpapers]]Y[[conferenc...
The purpose of this report is to build a model that represents, as best as possible, the seismic be...
This paper illustrates the design issues of a pile supported wharf in a high seismicity area in Indo...
Invited LectureThree different approaches for assessment of seismic performance of pile foundations ...
The Pacific Earthquake Engineering Research (PEER) Center's Performance Based Earthquake Engineering...
[[abstract]]This paper introduces the current pile design practice in Taiwan with seismic performanc...
[[abstract]]One-dimensional wave equation can be used to model the seismic responses of piles. This ...
[[abstract]]This paper discusses the seismic performance based design (PBD) analysis on piles using ...
[[sponsorship]]淡江大學土木工程學系(TKUCE); 中華民國大地工程學會(TGS)[[conferencetype]]國際[[conferencetkucampus]]台北校園[[co...
ABSTRACT: Investigation of the correlation between so-called engineering demand parameters (EDPs) an...
Accurate prediction of seismic performance of structures is important in reducing risks from earthqu...
[[conferencetype]]國際[[conferencedate]]20100513~20100515[[conferencelocation]]臺北市, 臺
Investigation of the correlation between so-called engineering demand parameters (EDPs) and various...
SUMMARY: Pile foundations are commonly adopted for various types of multi storied and industrial str...
[[sponsorship]]四川大學; 香港理工大學[[conferencetype]]國際[[conferencedate]]20090511~20090512[[booktype]]紙本[[is...
[[conferencetype]]國際[[conferencedate]]20130602~20130604[[booktype]]紙本[[iscallforpapers]]Y[[conferenc...
The purpose of this report is to build a model that represents, as best as possible, the seismic be...
This paper illustrates the design issues of a pile supported wharf in a high seismicity area in Indo...
Invited LectureThree different approaches for assessment of seismic performance of pile foundations ...
The Pacific Earthquake Engineering Research (PEER) Center's Performance Based Earthquake Engineering...