Influence of a new‐bored neighbouring cavity on the seismic response of an existing tunnel under incident P‐ and SV‐waves von Zlatanović, Elefterija, Šešov, Vlatko, Lukić, Dragan Č., Bonić, Zoran

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Dynamic Analysis of a Deeply Buried Tunnel Influenced by a Newly-built Adjacent Cavity with a Special Emphasis on the Minimum Seismically Safe Tunnel Distance von Zlatanović, Elefterija, Lukić, Dragan Č., Šešov, Vlatko, Bonić, Zoran

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Tunnel–ground interaction analysis: discrete beam–spring vs. continuous FE model von Zlatanović, Elefterija, Šešov, Vlatko, Lukić, Dragan Č, Prokić, Aleksandar, Trajković-Milenković, Marina

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Experimental Modeling of Large Pile Groups in Sloping Ground Subjected to Liquefaction-Induced Lateral Flow: 1-G Shaking Table Tests von Motamed, Ramin, Sesov, Vlatko, Towhata, Ikuo, Anh, Ngo Tuan

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Presentation of analytical solutions for seismically induced tunnel lining forces accounting for soil-structure interaction effects von Zlatanović Elefterija, Lukić Dragan Č., Šešov Vlatko

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Advanced seismic slope stability analysis von Garevski, Mihail, Zugic, Zeljko, Sesov, Vlatko

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Analiza interakcije tunela i tla: diskretni model s oprugama nasuprot kontinuiranom modelu s konačnim elementima von Zlatanović, Elefterija, Šešov, Vlatko, Lukić, Dragan Č, Prokić, Aleksandar, Trajković-Milenković, Marina

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Numerical Simulation of Geotechnical Problems by Coupled Finite and Infinite Elements von Kemal Edip Mihail Garevski Christoph Butenweg Vlatko Sesov Julijana Cvetanovska Igor Gjorgiev

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Simplified method for generating slope seismic deformation hazard curve von Zugic, Zeljko, Sesov, Vlatko, Garevski, Mihail, Vukićević, Mirjana, Jockovic, Sanja

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Tunnel-ground interaction analysis: discrete beam-spring vs. continuous FE model/ Analiza interakcije tunela i tla: diskretni model s oprugama nasuprot kontinuiranom modelu s konac... von Zlatanovic, Elefterija, Sesov, Vlatko, Lukic, Dragan C, Prokic, Aleksandar, Trajkovic-Milenkovic, Marina

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Development of New Infinite Element for Numerical Simulation of Wave Propagation in Soil Media von Sesov, Vlatko, Garevski, Mihail, Edip, Kemal, Bojadjieva, Julijana

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Development of new drain method for protection of existing pile foundations from liquefaction effects von Harada, Naoyuki, Towhata, Ikuo, Takatsu, Tadashi, Tsunoda, Shinsuke, Sesov, Vlatko

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