2015
DOI: 10.5359/jawe.40.270
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Damage Caused by Typhoon Haiyan in the Philippines, Review of Structural Regulations and Practice, and Research Developments in Wind Engineering

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Cited by 8 publications
(5 citation statements)
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“…In the aftermath of Typhoon Haiyan, Chen et al [29] applied a structural damage rating system to concrete framed structures in Tacloban to profile the extent of damage across the site, concluding that wind was a more significant cause of damage than flood. Hernandez et al [30] carried out a damage survey in Leyte and Samar following Haiyan on a range of buildings including timber, concrete, and steel. Here, it is reported that the majority of non-engineered buildings surveyed suffered total collapse, whilst in engineered buildings, much of the damage was to non-structural components.…”
Section: Introductionmentioning
confidence: 99%
“…In the aftermath of Typhoon Haiyan, Chen et al [29] applied a structural damage rating system to concrete framed structures in Tacloban to profile the extent of damage across the site, concluding that wind was a more significant cause of damage than flood. Hernandez et al [30] carried out a damage survey in Leyte and Samar following Haiyan on a range of buildings including timber, concrete, and steel. Here, it is reported that the majority of non-engineered buildings surveyed suffered total collapse, whilst in engineered buildings, much of the damage was to non-structural components.…”
Section: Introductionmentioning
confidence: 99%
“…To compensate for such limitations, intensity readings of neighbouring international weather agencies were used. Additionally, estimated intensities evident from impact signs to infrastructure as derived in some studies were referenced 55 – 57 . However, without officially recorded intensity readings of some of the largest typhoons in the Philippines, estimates will always be confined within the proxied or assumed values.…”
Section: Discussionmentioning
confidence: 99%
“…The joint damage survey during typhoon Yolanda in 2013, reveals that many of the non-engineered houses were extensively damaged or completely collapsed. Most of the observed damage on engineered buildings occurred on the building envelope that is non-structural elements and seldom checked in design computations [5], [6]. These observed damages reveal the need to update conventional construction details that can no longer resist the demands of increased wind loading.…”
Section: Introductionmentioning
confidence: 99%
“…These observed damages reveal the need to update conventional construction details that can no longer resist the demands of increased wind loading. Hernandez et.al [5] suggested reviewing the Building Codes for Wind Resilient Design. During that time, the latest edition of the NSCP was published in 2010 with wind loading provisions based on the ASCE 7-05 and design wind speed for Eastern Samar is just 250kph.…”
Section: Introductionmentioning
confidence: 99%