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Journal articles on the topic 'Bohol Philippines earthquake'

Author: Grafiati

Published: 11 December 2022

Last updated: 31 July 2025

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1

Punongbayan, Baby Jane T., Hiroyuki Kumagai, Nelson Pulido, et al. "Development and Operation of a Regional Moment Tensor Analysis System in the Philippines: Contributions to the Understanding of Recent Damaging Earthquakes." Journal of Disaster Research 10, no. 1 (2015): 25–34. http://dx.doi.org/10.20965/jdr.2015.p0025.

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A network of 10 satellite-telemetered broadband stations was established under a cooperative project between Japan and the Philippines, and a source analysis system based on waveform inversion of regional seismograms was adapted to operationalize a regional moment tensor analysis of Philippine earthquakes. This study presents the source information generated by the system for recent damaging earthquakes: theMw6.7 Negros andMw7.6 offshore Samar in 2012, and theMw7.2 in Bohol in 2013. Results show that the Negros event was generated by shallow NE–SW thrust faulting with a small strike-slip compo

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2

Lasala, Melchor, Hiroshi Inoue, Roberto Tiglao, Zhengying Fan, Bartolome Bautista, and Ishmael Narag. "Establishment of Earthquake Intensity Meter Network in the Philippines." Journal of Disaster Research 10, no. 1 (2015): 43–50. http://dx.doi.org/10.20965/jdr.2015.p0043.

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A network of realtime intensity meters is being established in different parts of the Philippines under a Japan-Philippines cooperation. The intensity meters can record and transmit on a near real-time basis the site-specific levels of groundshaking in terms of macroseismic intensity, peak ground acceleration and peak ground velocity. The intensity meters evaluate earthquake effects using the Philippine earthquake intensity scale – PHIVOLCS Earthquake Intensity Scale (PEIS). Deployment of the instruments was planned according to an optimum distribution with respect to active earthquake generat

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3

Lagmay, A. M. F., and R. Eco. "Brief Communication: On the source characteristics and impacts of the magnitude 7.2 Bohol earthquake, Philippines." Natural Hazards and Earth System Sciences 14, no. 10 (2014): 2795–801. http://dx.doi.org/10.5194/nhess-14-2795-2014.

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Abstract. A devastating earthquake struck Bohol, Philippines, on 15 October 2013. The earthquake originated at 12 km depth from an unmapped reverse fault, which manifested on the surface for several kilometers and with maximum vertical displacement of 3 m. The earthquake resulted in 222 fatalities with damage to infrastructure estimated at USD 52.06 million. Widespread landslides and sinkholes formed in the predominantly limestone region during the earthquake. These remain a significant threat to communities as destabilized hillside slopes, landslide-dammed rivers and incipient sinkholes are s

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4

Lagmay, A. M. F., and R. Eco. "Brief communication "The magnitude 7.2 Bohol earthquake, Philippines"." Natural Hazards and Earth System Sciences Discussions 2, no. 3 (2014): 2103–15. http://dx.doi.org/10.5194/nhessd-2-2103-2014.

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Abstract. A devastating earthquake struck Bohol, Philippines on 15 October 2013. The earthquake originated at 12 km depth from an unmapped reverse fault, which manifested on the surface for several kilometers and with maximum vertical displacement of 3 m. The earthquake resulted in 222 fatalities with damage to infrastructure estimated at US52.06 million. Widespread landslides and sinkholes formed in the predominantly limestone region during the earthquake. These remain a significant threat to communities as destabilized hillside slopes, landslide-dammed rivers and incipient sinkholes are stil

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5

Rimando, Rolly E., Jeremy M. Rimando, and Robjunelieaaa B. Lim. "Complex Shear Partitioning Involving the 6 February 2012 MW 6.7 Negros Earthquake Ground Rupture in Central Philippines." Geosciences 10, no. 11 (2020): 460. http://dx.doi.org/10.3390/geosciences10110460.

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A 75 km-long, generally NE-striking ground rupture associated with the 6 February 2012 MW 6.7 (Mb 6.9) Negros earthquake was mapped on the eastern side of Negros Island, Philippines. It closely follows a previously unmapped, pre-existing fault trace along the coast which is marked mostly by terrace-forming scarps. The dominance of vertical separation (west side up) is consistent with a west-dipping reverse fault, as indicated by focal mechanism solutions. The ground rupture map eliminates the ambiguity in the focal mechanism solution regarding the orientation, sense of motion, and location of

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6

Rimando, Jeremy M., Mario A. Aurelio, John Dale B. Dianala, et al. "Coseismic Ground Rupture of the 15 October 2013 Magnitude ( M W ) 7.2 Bohol Earthquake, Bohol Island, Central Philippines." Tectonics 38, no. 8 (2019): 2558–80. http://dx.doi.org/10.1029/2019tc005503.

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7

Ballesteros, Linnel Marie S., Shiva Ourang, Jennifer Pazdon, and Karin Kuffel. "Increasing safety in residential construction through a simplified earthquake- and typhoon-resistant guidelines." Journal of Future Sustainability 3, no. 3 (2023): 119–24. http://dx.doi.org/10.5267/j.jfs.2023.1.001.

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This paper presents the engineering basis for a document, Residential Design and Construction Guidelines (hereafter, Guidelines). The Guidelines is developed by the engineers of Build Change and its partners based on their technical reconnaissance after the 2013 earthquake in Bohol on October 15, 2013, and Typhoon Haiyan on November 8, 2013. The Guidelines are centered on the observations of typical residential construction and damage in these areas and the requirements of the 2010 National Structural Code of the Philippines. The Guidelines provide illustrated and simple instructions on reside

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8

Naguit, Muriel, Phil Cummins, Mark Edwards, et al. "From Source to Building Fragility: Post-Event Assessment of the 2013 M7.1 Bohol, Philippines, Earthquake." Earthquake Spectra 33, no. 3 (2017): 999–1027. http://dx.doi.org/10.1193/0101716eqs173m.

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We use ground-motion simulations of the 2013 Bohol, Philippines, earthquake along with a new post-disaster exposure/damage database to constrain building fragility and vulnerability. The large number of damaged buildings (>70,000) and the wide spread of seismic intensities caused by this earthquake make it an ideal candidate for such a study. An extensive survey was conducted leading to a robust description of over 25,000 damaged and undamaged structures. Ground-motion fields were simulated using ground-motion prediction equations and stochastic modeling, and the estimated and observed valu

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9

Inoue, Hiroshi, Renato U. Solidum, and Jr. "Special Issue on Enhancement of Earthquake and Volcano Monitoring and Effective Utilization of Disaster Mitigation Information in the Philippines." Journal of Disaster Research 10, no. 1 (2015): 5–7. http://dx.doi.org/10.20965/jdr.2015.p0005.

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This special issue of JDR features 18 papers and reports on an international 2010 to 2015 cooperative project entitled gEnhancement of Earthquake and Volcano Monitoring and Effective Utilization of Disaster Mitigation Information in the Philippines.h This project is being conducted under the SATREPS program (Science and Technology Research Partnership for Sustainable Development), cosponsored by the JST (Japan Science and Technology Agency) and JICA (Japan International Cooperation Agency). The Philippines is one of the worldfs most earthquake and volcano disaster-prone countries because it

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10

Li, Yuebing, Yasushi Sanada, Susumu Takahashi, Koki Maekawa, Ho Choi, and Kazuto Matsukawa. "Seismic Performance Evaluation and Strengthening of RC Frames with Substandard Beam-Column Joint: Lessons Learned from the 2013 Bohol Earthquake." Journal of Earthquake and Tsunami 10, no. 03 (2016): 1640007. http://dx.doi.org/10.1142/s1793431116400078.

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On October 15, 2013, a magnitude 7.1 earthquake severely damaged buildings on Bohol Island, the Philippines. This paper briefly reports on the typical damage to reinforced concrete (RC) buildings observed in the authors’ post-earthquake investigation. The current study focuses on the seismic performance of an earthquake-damaged building with exterior beam-column joint failure. Cyclic loading tests were conducted to propose a practical seismic strengthening method by installing RC wing walls for substandard moment-resisting frames with brittle beam-column joints. A scaled model representing the

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11

Batac, Rene C. "Statistical Properties of the Immediate Aftershocks of the 15 October 2013 Magnitude 7.1 Earthquake in Bohol, Philippines." Acta Geophysica 64, no. 1 (2016): 15–25. http://dx.doi.org/10.1515/acgeo-2015-0054.

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12

Kobayashi, Tomokazu. "Remarkable ground uplift and reverse fault ruptures for the 2013 Bohol earthquake (Mw 7.1), Philippines, revealed by SAR pixel offset analysis." Geoscience Letters 1, no. 1 (2014): 7. http://dx.doi.org/10.1186/2196-4092-1-7.

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13

Mas, E., J. Bricker, S. Kure, et al. "Field survey report and satellite image interpretation of the 2013 Super Typhoon Haiyan in the Philippines." Natural Hazards and Earth System Sciences 15, no. 4 (2015): 805–16. http://dx.doi.org/10.5194/nhess-15-805-2015.

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Abstract. Three weeks after the deadly Bohol earthquake of Mw 7.2, which claimed at least 222 victims, another disaster struck the Philippines. This time, Super Typhoon Haiyan, also known as Typhoon Yolanda in the Philippines, devastated the Eastern Visayas islands on 8 November 2013. Its classification as a super typhoon was based on its maximum sustained 1 min surface wind speed of 315 km h−1, which is equivalent to a strong Category 5 hurricane on the Saffir–Simpson scale. This was one of the deadliest typhoon events in the Philippines' history, after the 1897 and 1912 tropical cyclones. At

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14

Mas, E., J. Bricker, S. Kure, et al. "Field survey report and satellite image interpretation of the 2013 Super Typhoon Haiyan in the Philippines." Natural Hazards and Earth System Sciences Discussions 2, no. 5 (2014): 3741–67. http://dx.doi.org/10.5194/nhessd-2-3741-2014.

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Abstract. Three weeks after the deadly Bohol earthquake of magnitude Mw 7.2, which claimed at least 222 victims; another disaster struck the Philippines. This time, Super Typhoon Haiyan, also known as Typhoon Yolanda in the Philippines, devastated the Eastern Visayas islands on 8 November 2013. Its classification as a Super Typhoon was based on its maximum sustained 1 min surface wind speed of 315 km h−1, which is equivalent to a strong Category 5 hurricane on the Saffir–Simpson Scale. This was one of the deadliest typhoon events in the Philippines' history, after the 1897 and 1912 tropical cy

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15

Shyu, J. Bruce H., Ping-Kuan Hsieh, Noelynna T. Ramos, Hong-Wei Chiang, Sze-Chieh Liu, and Chuan-Chou Shen. "Uplifted late Quaternary marine terraces along the southern coast of Bohol Island, central Philippines, and their active tectonic implications." Geoscience Letters 12, no. 1 (2025). https://doi.org/10.1186/s40562-025-00380-y.

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Abstract The island of Bohol in central Philippines is tectonically active with frequent seismic activities. The disastrous October 2013 earthquake, which occurred on a previously unmapped active fault, shows the urgent need for better understanding of potential seismogenic structures in and around the island. Toward this end, we mapped and analyzed the late Quaternary marine terraces along the southern coast of Bohol Island. Our results show that at least six levels of marine terraces are preserved in southern Bohol. Among them, Terrace 3 was likely formed during the MIS (Marine Isotope Stage

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16

Bauzon, Ma Divina Angela I., Rosalie B. Reyes, Ariel C. Blanco, and Fernando P. Siringan. "Ground deformation analysis caused by post-2013 earthquake in Bohol, Philippines." Spatial Information Research, August 16, 2022. http://dx.doi.org/10.1007/s41324-022-00469-y.

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17

Takiyama, Noriko, Akari Yamaguchi, Kohei Hara, and Verdejo Juan Ramon Jimenez. "MATERIAL AND OUT-OF-PLANE FLEXURAL PROPERTIES OF TRADITIONAL MASONRY WALL." Proceedings of International Structural Engineering and Construction 3, no. 2 (2016). http://dx.doi.org/10.14455/isec.res.2016.142.

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The October 2013 Earthquake hit the Bohol Island of the Philippines. Many traditional churches were damaged by the earthquake. In this study, material tests were conducted to assess the strength of the Philippines’ traditional masonry wall, which is composed of various materials. Additionally, out-of-plane flexural experiments were conducted to elucidate the mechanical characteristics of masonry walls found in traditional churches. The wall specimens used in this study were made of a variety of materials with different compositions. The major findings of this study are summarized as follows: (

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18

Naguit, Muriel, Phil Cummins, Mark Edwards, et al. "From Source to Building Fragility: Post-event Assessment of the 2013 M7.1 Bohol Philippines Earthquake." Earthquake Spectra, November 28, 2019, 101716EQS173M. http://dx.doi.org/10.1193/101716eqs173m.

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Abstract:

We use ground motion simulations of the 2013 Bohol Philippines earthquake along with a new post-disaster exposure/damage database to constrain building fragility and vulnerability. The large number of damaged buildings (>70,000) and the wide spread of seismic intensities caused by this earthquake make it an ideal candidate for such a study. An extensive survey was conducted leading to a robust description of over 25,000 damaged and undamaged structures. Ground motion fields were simulated using ground motion prediction equations and stochastic modeling, and the estimated and observed values

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19

Gacusan, Romer Carlo T., and Alfredo Mahar Francisco A. Lagmay. "Shallow seismic reflection imaging of the Inabanga–Clarin portion of the North Bohol Fault, Central Visayas, Philippines." Geoscience Letters 6, no. 1 (2019). http://dx.doi.org/10.1186/s40562-019-0139-x.

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Abstract On 15 October 2013, a magnitude 7.2 earthquake was generated from a previously unidentified fault in the island of Bohol. This fault was named the North Bohol Fault (NBF) by authorities. We investigated the geometry of the Inabanga–Clarin portion of the NBF using three high-resolution shallow seismic reflection profiles to image sections of the fault up to 150 m depth not seen in trenching and regional offshore seismic profiles. These seismic profiles are along the Calubian, Napo, and Caluwasan transects which run perpendicular to the N$$40^{\circ }$$ 40 ∘ E strike of the NBF. Reverse

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20

"WITHDRAWAL – Administrative Duplicate Publication: From Source to Building Fragility: Post-event Assessment of the 2013 M7.1 Bohol Philippines Earthquake." Earthquake Spectra, March 25, 2024. http://dx.doi.org/10.1177/87552930241232910.

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21

Takiyama, Noriko, Akari Yamaguchi, Kohei Hara, and Verdejo Juan Ramon Jimenez. "VIBRATION PROPERTIES OF TRADITIONAL MASONRY WALLS OF CORTES CHURCH." Proceedings of International Structural Engineering and Construction 3, no. 2 (2016). http://dx.doi.org/10.14455/isec.res.2016.141.

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The Santo Niño Church in Bohol Island was partially damaged in the Bohol Earthquake in October 2013. In this study, we investigated the structural property of the Santo Niño Church to understand the vibration characteristics of Philippine masonry constructions by checking the main damage and conducting measurement surveys and microtremor measurement on the structure and ground. The major findings of this study can be summarized as follows: (a) Collapsed walls, peeling wall stone, corner deformation, and collapsed ceiling were the main damages that were observed. The collapsed wall was measured

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