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27篇 您的检索式:作者名="KYPROS PILAKOUTAS"
    题名 作者 年代 出处 被引量
1Seismic fragility assessment of existing sub-standard low strength reinforced concrete structures显示文摘An analytical seismic fragility assessment framework is presented for the existing low strength reinforced concrete structures more common in the building stock of the developing countries.For realistic modelling of such substandard structures,low strength concrete stress-strain and bond-slip capacity models are included in calibrating material models.Key capacity parameters are generated stochastically to produce building population and cyclic pushover analysis is carried out to capture inelastic behaviour.Secant period values are evaluated corresponding to each displacement step on the capacity curves and used as seismic demand.A modified capacity demand diagram method is adopted for the degrading structures,which is further used to evaluate peak ground acceleration from back analysis considering each point on the capacity curve as performance point.For developing fragility curves,the mean values of peak ground acceleration are evaluated corresponding to each performance point on the series of capacity curves.A suitable probability distribution function is adopted for the secant period scatter at different mean peak ground acceleration values and probability of exceedance of limit states is evaluated.A suitable regression function is used for developing fragility curves and regression coefficients are proposed for different confidence levels.Fragility curves are presented for a low rise pre-seismic code reinforced concrete structure typical of developing countries.Sohaib Ahmad Nicolas Kyriakides Kypros Pilakoutas Kyriacos Neocleous Qaiser uz Zaman 2015Earthquake Engineering and Engineering Vibration2015,14,3:3
2Topology optimization for the seismic design of truss-like structures显示文摘Iman Hajirasouliha Kypros Pilakoutas Hassan Moghaddam 2011Computers and Structures2011,,7:1
3Bond behavior of fiber reinforced polymer bars under direct pullout conditions 显示文摘Zenon Achillides Kypros Pilakoutas 2004Journal of Composites for Construction2004,8,2:1
4Compressive Behavior of Concrete Actively Confined by Metal Strips, Part B : Analysis 显示文摘Hasan Moghaddam Maysam Samadi Kypros Pilakoutas 2010Materials and Structures2010,43,10:1
5Bond behavior of fiber reinforced polymer bars under direct pullout conditions 显示文摘Achillides Zenon Pilakoutas Kypros 2004Journal of Composites for Construction2004,8,2:1
6RC Column Strengthening by Lateral Pre-Tensioning of FRP 显示文摘Ali A Mortazavi Kypros Pilakoutas Ki Sang Son 2003Construction and Building Materials2003,17,:1
7Bond Behavior of Fiber Reinforced Polymer Bars under Direct Pullout Conditions显示文摘ZENON ACHILLIDES KYPROS PILAKOUTAS 2004Journal of Composites for construction2004,,:1
8Strength and deformability of waste tyre rubber-filled reinforced concrete columns显示文摘Ki Sang Son Iman Hajirasouliha Kypros Pilakoutas 2011Construction and Building Materials2011,25,1:1
9Bond behavior of fiber rein- forced polymer bars under direct pullout conditions显示文摘Zenon Achillides Kypros Pilakoutas 2004Composites Construction ASCE2004,,:1
10Seismic risk assessment for developing countries: Pakistan as a case study显示文摘Modern Earthquake Risk Assessment(ERA) methods usually require seismo-tectonic information for Probabilistic Seismic Hazard Assessment(PSHA) that may not be readily available in developing countries. To bypass this drawback, this paper presents a practical event-based PSHA method that uses instrumental seismicity, available historical seismicity, as well as limited information on geology and tectonic setting. Historical seismicity is integrated with instrumental seismicity to determine the long-term hazard. The tectonic setting is included by assigning seismic source zones associated with known major faults. Monte Carlo simulations are used to generate earthquake catalogues with randomized key hazard parameters. A case study region in Pakistan is selected to demonstrate the effectiveness of the method. The results indicate that the proposed method produces seismic hazard maps consistent with previous studies, thus being suitable for generating such maps in regions where limited data are available. The PSHA procedure is developed as an integral part of an ERA framework named EQRAM. The framework is also used to determine seismic risk in terms of annual losses for the study region.Shaukat A.Khan Kypros Pilakoutas Iman Hajirasouliha Reyes Garcia Maurizio Guadagnini 2018Earthquake Engineering and Engineering Vibration2018,17,4:1
11SeismicStrengthening of Severely Damaged Beam - Column RC Joints Using CFRP 显示文摘ReyesGarcia Yaser Jemaa Yasser Helal Maurizio Guadagnini Kypros Pilakoutas 2013Journal of Composites for Construction2013,,:1
12Bond Behavior of Fiber Reinforced Polymer Bars Under Direct Pullout Conditions 显示文摘Zenon Achillides Kypros Pilakoutas 2004Journal of Composites for Constructure2004,8,2:1
13Seismic behavior of deficient RC frames strengthened with CFRP composites 显示文摘Reyes Garcia Iman Hajirasouliha Kypros Pilakoutas 2010Engineer-ing Structures2010,32,10:1
14Strength prediction model and methods for improving recycled aggregate concrete显示文摘Khaleel H.Younis Kypros Pilakoutas 0,,49:1
15Bond Behavior of Fiber Reinforced Ploymer Bars under Direct Prllout Conditious显示文摘Zenon Achillides Kypros Pilakoutas 2004Journal of Composites for construction2004,,:1
16Stress–Strain Model for Low-Strength Concrete in Uni-Axial Compression显示文摘Sohaib Ahmad Kypros Pilakoutas Qaiser uz Zaman Khan Kyriacos Neocleous 2015Arabian Journal for Science and Engineering2015,,2:1
17Strength and deformability of waste tyre rubber-filled reinforced concrete columns显示文摘Ki Sang Son Iman Hajirasouliha Kypros Pilakoutas 2010Construction and Building Materials2010,,1:1
18Bond Behavior of Fiber Rein- forced Polymer Bars under Direct Pullout Conditions 显示文摘Zenon Achillides Kypros Pilakoutas 2004Journal of Composites for construction2004,8,2:1
19Bond behavior of fiber reinforced Polymer bars under direct pullout conditions显示文摘ZENON ACHILLIDES KYPROS PILAKOUTAS 2004Journal of Composites for Contracture2004,8,2:1
20Bond Behavior of Fiber Rein- forced Polymer Bars under Direct Pullout Conditions显示文摘Zenon Achillides Kypros Pilakoutas 2004Journal of Composites for construction2004,8,2:1
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