Determination of Soil–structure Response by Using Microtremor Measurements in Bornova, İzmir (Turkey)

Author(s):  
E. Pamuk ◽  
S. Turan ◽  
F. Onsen ◽  
S. Karabulut
2017 ◽  
Vol 5 (6) ◽  
pp. 32-39
Author(s):  
ZokpodoKoéssiLié Barnabé ◽  
◽  
AkossouArcadiusYves Justin ◽  
DayouEphrème Dossavi ◽  
DognonFulgence Baudelaire ◽  
...  

Author(s):  
Young-Sun Jang ◽  
Kwang-Ho Joo ◽  
Chong-Hak Kim

The SSI (Soil-Structure Interaction) analyses are being performed for the APR1400 (Advanced Power Reactor 1400MWe, Old name - KNGR ; Korean Next Generation Reactor) design, because the APR1400 is developed as a Standard Nuclear Power Plant concept enveloping suitable soil conditions. For the SSI analyses, SASSI program which adopts the Flexible Volume Method is used. In the SSI analyses, there can be uncertainties by Bond and De-bond problem between the structure and lateral soil elements. According to ASCE Standard 4, one method to address this concern is to assume no connectivity between structure and lateral soil over the upper half of the embedment of 20ft (6m), whichever is less. This study is performed as a part of the parametric analyses for the APR1400 seismic analyses to address the concern of the potential embedment effect on the in-structure response spectra due to connectivity between structure and lateral soil. In this study, 4 model cases are analyzed to check the potential embedment effect — Full connection, 20ft no connectivity which is defined as a minimum De-bond depth of the soil in ASCE Standard 4 and 26.5ft no connectivity between structure and lateral soil over the upper half of the embedment. Last one is full no connection for only reference. The in-structure response spectra are compared with the response spectra without considering the embedment effect.


1973 ◽  
Vol 63 (3) ◽  
pp. 1041-1056
Author(s):  
William Weaver ◽  
Gregg E. Brandow ◽  
Kaare Höeg

abstract Calculations for the dynamic response of multistory buildings to earthquake accelerations of bedrock should include the effects of the soil and the structural foundation. For this purpose a three-dimensional analytical model is developed, consisting of the following parts. The superstructure is modeled as a tier building (with rigid floor diaphragms, space frame members, bracing, and setbacks); the foundation is approximated by a rigid block in combination with piles (prismatic members with pinned ends), and the soil is idealized by a finite-element mesh (three-dimensional rectangular prisms) with special boundary conditions (viscous damping at lateral boundaries and a rigid boundary at bedrock). This analytical model is incorporated into a computer program, which performs response analyses for specified earthquakes. Sample problems are included to demonstrate the capabilities of both the analytical model and the computer program. The results show that the combination of a three-dimensional analytical model and the presence of underlying soil has important influences on the calculated responses of multistory buildings to earthquakes.


2015 ◽  
Vol 744-746 ◽  
pp. 470-473
Author(s):  
Bin Bin Xu ◽  
Toshihiro Noda

Parameter analyses in the constitutive model determine the precision of numerical results. Cam-clay model is the first elasto-plastic model in the world and widely used in the practical engineering. SYS Cam-clay model is proposed based on Cam-clay model by incorporating the concept of overconsolidation, soil structure and anisotropy. There are two groups of parameters in this model, elasto-plastic parameters that are exactly same as those in Cam-clay model and evolutional parameters that decide the variation of overconsolidation, soil structure and anisotropy. The detailed process to determine the parameters is introduced step by step.


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