# Horizontal PGA Estimates for Varying Deep Geological Conditions--A Case Study of Banja Luka
## Abbreviations
(2022) [PERSON], [PERSON]; [PERSON] [PERSON]; [PERSON] PGA estimates for deep soils atop deep geological sediments -An example of Osijek, Croatia. _Geomech. Eng._**2022**, _30_, 233-246. [CrossRef]
* [PERSON] et al. (2022) [PERSON]; [PERSON]; [PERSON] [PERSON] PGA vertical estimates for deep soils and deep geological sediments--A case study of Osijek (Croatia). _Comput. Geosci._**2022**, _158_, 104985. [CrossRef]
* [PERSON] et al. (2023) [PERSON]; [PERSON]; [PERSON] Seismic microzoning in Novi Sad, Serbia--A case study in a low-seismicity region that is exposed to large and distant earthquakes. _J. Seismol._**2023**, _27_, 979-997. [CrossRef]
* [PERSON] et al. (2024) [PERSON]; [PERSON]; [PERSON] Seismic hazard mapping for peak ground velocity: Microzonation of Novi Sad, Serbia--A case study in a low-seismicity region exposed to large and distant earthquakes. _J. Seismol._**2024**, _29_, 85-105. [CrossRef]
* [PERSON] et al. (2017) [PERSON]; [PERSON]; [PERSON]; [PERSON]; [PERSON]; [PERSON] Seismic microzoning of Belgrade. _Soil Dyn. Earthq. Eng._**2017**, _97_, 395-412. [CrossRef]
* [PERSON] et al. (2017) [PERSON]; [PERSON], [PERSON]; [PERSON], B.D. ; [PERSON]; [PERSON]; [PERSON], [PERSON]; [PERSON] Seismic microzoning in Skopje, Macedonia. _Soil Dyn. Earthg. Eng._**2017**, _98_, 166-182. [CrossRef]
* [PERSON] et al. (2017) [PERSON]; [PERSON], [PERSON]; [PERSON]; [PERSON]; [PERSON]; [PERSON]; [PERSON] [PERSON]; [PERSON], Seismic microzoning of Stip in Macedonia. _Soil Dyn. Earthg. Eng._**2017**, _98_, 54-66. [CrossRef]* [PERSON] et al. (1990) [PERSON]; [PERSON] [PERSON]; [PERSON]; [PERSON]; [PERSON] \(M_{\rm L}\)SM computed from strong motion accelerograms recorded in Yugoslavia. _Earth. Eng. Struct. Dyn._**1990**, _19_, 1167-1179. [CrossRef]
* [PERSON] et al. (1987) [PERSON]; [PERSON]; [PERSON]; [PERSON]; [PERSON]; [PERSON]; [PERSON] _Strong Earthquake Ground Motion Data in EQINFOS: Yugoslavia. Part I_; Department of Civil Engineering, University of Southern California: Los Angeles, CA, USA, 1987. * [PERSON] (2010) [PERSON] _Seismic Analysis of Structures_; John Wiley & Sons (Asia) Pte Ltd.: Singapore, 2010; p. 464. * [PERSON] (2020) [PERSON] Conversion between the local magnitude (M\({}_{\rm L}\)) and the moment magnitude (M\({}_{\rm w}\)) for earthquakes in the Croatian Earthquake Catalogue. _Geofizika_**2020**, _37_, 197-211. [CrossRef]
* [PERSON] (2006) [PERSON] Empirical Global Relations Converting \(M_{\rm S}\) and \(m_{\rm b}\) to Moment Magnitude. _J. Seismol._**2006**, _10_, 225-236. [CrossRef]
* [PERSON] et al. (2004) [PERSON]; [PERSON]; [PERSON]; [PERSON]; [PERSON]; [PERSON]; [PERSON]; [PERSON], [PERSON] Dissemination of European strong-motion data. In Proceedings of the 13 th World Conference on Earthquake Engineering, Vancouver, BC, Canada, 1-6 August 2004. * [PERSON] et al. (2002) [PERSON]; [PERSON]; [PERSON]; [PERSON]; [PERSON]; [PERSON] Internet site for European strong motion data. In Proceedings of the 12 th European Conference on Earthquake Engineering, London, UK, 9-13 September 2002. * [PERSON] and [PERSON] (2020) [PERSON]; [PERSON] [PERSON] Comparison of near and far-fault ground motion effects on low and mid-rise masonry buildings. _J. Build. Eng._**2020**, _30_, 101248. [CrossRef]
* [PERSON] and [PERSON] (2020) [PERSON] [PERSON]; [PERSON] [PERSON] Determination of seismic hazard and soil response of a critical region in Turkey considering far-field and near-field earthquake effect. _Geomech. Eng._**2020**, _20_, 131-146. * [PERSON] and [PERSON] (2009) [PERSON]; [PERSON] [PERSON] Applications of artificial intelligence and data mining techniques in soil modeling. _Geomech. Eng._**2009**, \(1\), 53-74. [CrossRef]
* [PERSON] et al. (2020) [PERSON]; [PERSON]; [PERSON]; [PERSON] Effect of grain size on the shear strength of unsaturated silty soils. _Geomech. Eng._**2020**, _23_, 301-311. * [PERSON] and [PERSON] (2014) [PERSON]; [PERSON] [PERSON] Seismic response analysis of layered soils considering effect of surcharge mass using HFTD approach. Part II: Nonlinear HFTD and numerical examples. _Geomech.