Educational Reconnaissance of the Area Affected by the 1999 Chi-Chi Earthquake—Three Years Later

2005 ◽  
Vol 21 (1) ◽  
pp. 31-52 ◽  
Author(s):  
Constantin Christopoulos ◽  
Diego Lopez Garcia ◽  
Keh-Chyuan Tsai

Findings from a reconnaissance effort to the area affected by the 1999 Chi-Chi earthquake in Taiwan are reported in this paper. The reconnaissance team comprised eight graduate students from the three U.S. earthquake engineering research centers (MAE, MCEER, and PEER). The mission provided an opportunity to assess, three years later, the response of the engineering community to this major earthquake that caused extensive loss of life and property. This educational reconnaissance effort was hosted by Taiwan's National Center for Research in Earthquake Engineering (NCREE) in May 2002. Researchers from NCREE first presented extensive information on the observed failures, the repairs and reconstruction, as well as the lessons learned and changes in future engineering practice before an intensive site visit. In this paper, observations on the performance/repair/retrofit and reconstruction of residential buildings and bridges are reported. Although most bridge structures were retrofitted or rebuilt with state-of-the-art engineered solutions, most low-rise mixed commercial-residential buildings were retrofitted with non-engineered techniques often conceived and carried out by local contractors. Furthermore, the structural configuration of the mixed commercial-residential building that suffered the most serious damage is still rather commonly applied in Taiwan. The organization and the educational value of this reconnaissance experience are also discussed.

2015 ◽  
Vol 4 (4) ◽  
pp. 1
Author(s):  
Man Mao ◽  
Rui Li ◽  
Ke Zeng

<p>As to combine with specific engineering practice, this paper presents a framework to guide rail type adhesive lifting scaffolding in high-rise residential building design and constructions well as changed the traditional characteristics of steel pipe scaffold by using new standard truss and scaffold board design All the connecting parts are connected by bolt, using electric wrench to install, and implementing the overall tools, systematic design and installation. Engineering practice proved that the frame rail type adhesive lifting scaffold can not only speed up the construction progress, control costs and improve economic efficiency, but also be popularized in similar engineering.</p>


2015 ◽  
Vol 31 (2) ◽  
pp. 617-635 ◽  
Author(s):  
Gang Wang ◽  
Robert Youngs ◽  
Maurice Power ◽  
Zhihua Li

The Design Ground Motion Library (DGML) is an interactive tool for selecting earthquake ground motion time histories based on contemporary knowledge and engineering practice. It was created from a ground motion database that consists of 3,182 records from shallow crustal earthquakes in active tectonic regions rotated to fault-normal and fault-parallel directions. The DGML enables users to construct design response spectra based on Next-Generation Attenuation (NGA) relationships, including conditional mean spectra, code spectra, and user-specified spectra. It has the broad capability of searching for time history record sets in the database on the basis of the similarity of a record's response spectral shape to a design response spectrum over a user-defined period range. Selection criteria considering other ground motion characteristics and user needs are also provided. The DGML has been adapted for online application by the Pacific Earthquake Engineering Research Center (PEER) and incorporated as a beta version on the PEER database website.


2010 ◽  
Vol 26 (4) ◽  
pp. 951-965 ◽  
Author(s):  
Mary C. Comerio ◽  
Howard E. Blecher

The performance-based earthquake engineering (PBEE) methodology developed by the Pacific Earthquake Engineering Research (PEER) center uses data from recent earthquakes to calibrate its loss models. This paper describes a detailed review of building department permit data from the 1989 Loma Prieta earthquake and the 1994 Northridge earthquake. Although the data is limited to wood-framed residential structures, it provides some insight into the length of time between an event and re-occupancy. Based on a review of approximately 4,900 records, the typical repair of damaged multifamily residential buildings required two years and building replacement required almost four years. When this data is supplemented with additional case studies from other events, the capacity to better calibrate downtime models will improve, particularly if construction-repair times are separated from estimates of the time gap between closure and start-of-repair.


2011 ◽  
Vol 27 (1_suppl1) ◽  
pp. 447-462 ◽  
Author(s):  
Rebekah Green ◽  
Scott Miles

The 12 January 2010 Haiti earthquake resulted in some of the most significant social impacts from an earthquake in recent decades. In early March, an Earthquake Engineering Research Institute (EERI) social impacts reconnaissance team documented broad impacts on shelter, livelihood opportunities, and service provision through direct observation, photo documentation, interviews, and a review of other sources. The earthquake left over half of the residential housing in Port-au-Prince heavily damaged; widespread fear that even undamaged structures were unsafe swelled the number of homeless to 1.3 million. The infrastructure damage and significant loss of life within the Haitian government and international aid agencies slowed the early response and reduced the already low levels of basic service provision. Continued research is needed on media portrayal, outcomes of injuries, sheltering decisions, social networks, and learning trajectories for Haiti's youth, among other areas.


2015 ◽  
Vol 4 (4) ◽  
pp. 1
Author(s):  
Man Mao ◽  
Rui Li ◽  
Ke Zeng

<p>As to combine with specific engineering practice, this paper presents a framework to guide rail type adhesive lifting scaffolding in high-rise residential building design and constructions well as changed the traditional characteristics of steel pipe scaffold by using new standard truss and scaffold board design All the connecting parts are connected by bolt, using electric wrench to install, and implementing the overall tools, systematic design and installation. Engineering practice proved that the frame rail type adhesive lifting scaffold can not only speed up the construction progress, control costs and improve economic efficiency, but also be popularized in similar engineering.</p>


Author(s):  
Ojeh, N. Vincent ◽  
Oruonye, D. Emeka ◽  
Arisabor, Lucky ◽  
Jutum, Felix ◽  
Dovo John ◽  
...  

The study assessed the two days episodic rainstorm event that destroyed buildings and led to loss of life in April and May 2018 in Taraba State, northeast Nigeria. Data were from primary and secondary sources. A total of 60 copies of research questionnaires and interviews were used, complimented by data from the meteorological observatory of the Department of Geography, Taraba State University and expert eye witness accounts. The results of the study show that the 2-day rainstorm extreme event with high wind speed of over 600 knots (327 m/s) caused devastating damages to building infrastructures in the state and the roofs of buildings and damage to Globacom Telecommunication mast was profound and five people lost their lives with several others sustaining diverse injuries in 17 communities in Jalingo and Wukari. It led to about 62% of the affected to take refuge outside their homes for over three days while other spent more than 10 days. The schools were more affected with an estimated cost of ₦30,000,000 to fix the damaged infrastructures, followed by government buildings which needs about 24,000, 000 and residential building with estimated cost of ₦ 6,275,000. The cost for fixing the infrastructures damaged in Wukari in comparison to Jalingo was ₦ 9,000,000 for residential buildings, ₦ 6,000,000 for government buildings and ₦ 9,275,000 for schools respectively. Prices of roofing sheets increased with about $6 during the period. It was suggested that wind breakers should be encouraged and the cutting down of trees should be discouraged while creating awareness and encouraging afforestation.


2020 ◽  
Vol 17 (1) ◽  
pp. 41
Author(s):  
UMMU SHOLEHAH MOHD NOR

High residential living in Malaysia has not been widely given a significant emphasises in literature despite its increasing scale and significance in the real estate market. The significance of high rise is mainly due the increasing rate of migration from rural to urban. It is estimated a total of 77.2 percent of the Malaysian population lived in urban areas in 2020. Approximately, 30 percent of this urban population lives in strata housing. These percentages are predicted to continue to increase in the future. The emergence of high residential building has been argued as confronting various problems which has considerable impact on this life style. Satisfaction is an important outcome of living in one’s dwelling, although it is not the only consideration. High residential building in Malaysia encountered numerous problems in term of management aspects, legislation aspects, and residents’ satisfaction. The purpose of this paper is to investigate the tenants’ satisfaction living in high residential buildings in Klang Valley. The questionnaires survey is conducted amongst 276 tenants at low cost and medium cost HRB using random sampling in HRB located at areas under jurisdiction Dewan Bandaraya Kuala Lumpur (DBKL), Majlis Bandaraya Subang Jaya (MBSJ), Majlis Bandaraya Shah Alam (MBSA), Majlis Bandaraya Subang Jaya (MBSJ), Majlis Perbandaran Selayang (MPS) and Majlis Perbandaran Ampang Jaya (MPAJ). The result from this study shows that tenant in medium cost residential building are more satisfied in term of facilities and management as compared to tenants in low cost residential building. Tenants also not disclosed to the existing act and procedure related to high residential building. In conclusion, this study suggested the Local Authority to emphasise the role of tenant. These recommendation hopefully will increase the level of satisfaction amongst the residents in HRB.


Energies ◽  
2021 ◽  
Vol 14 (10) ◽  
pp. 2917
Author(s):  
Mohammad Dabbagh ◽  
Moncef Krarti

This paper evaluates the potential energy use and peak demand savings associated with optimal controls of switchable transparent insulation systems (STIS) applied to smart windows for US residential buildings. The optimal controls are developed based on Genetic Algorithm (GA) to identify the automatic settings of the dynamic shades. First, switchable insulation systems and their operation mechanisms are briefly described when combined with smart windows. Then, the GA-based optimization approach is outlined to operate switchable insulation systems applied to windows for a prototypical US residential building. The optimized controls are implemented to reduce heating and cooling energy end-uses for a house located four US locations, during three representative days of swing, summer, and winter seasons. The performance of optimal controller is compared to that obtained using simplified rule-based control sets to operate the dynamic insulation systems. The analysis results indicate that optimized controls of STISs can save up to 81.8% in daily thermal loads compared to the simplified rule-set especially when dwellings are located in hot climates such as that of Phoenix, AZ. Moreover, optimally controlled STISs can reduce electrical peak demand by up to 49.8% compared to the simplified rule-set, indicating significant energy efficiency and demand response potentials of the SIS technology when applied to US residential buildings.


Symmetry ◽  
2021 ◽  
Vol 13 (3) ◽  
pp. 405
Author(s):  
Anam Nawaz Khan ◽  
Naeem Iqbal ◽  
Rashid Ahmad ◽  
Do-Hyeun Kim

With the development of modern power systems (smart grid), energy consumption prediction becomes an essential aspect of resource planning and operations. In the last few decades, industrial and commercial buildings have thoroughly been investigated for consumption patterns. However, due to the unavailability of data, the residential buildings could not get much attention. During the last few years, many solutions have been devised for predicting electric consumption; however, it remains a challenging task due to the dynamic nature of residential consumption patterns. Therefore, a more robust solution is required to improve the model performance and achieve a better prediction accuracy. This paper presents an ensemble approach based on learning to a statistical model to predict the short-term energy consumption of a multifamily residential building. Our proposed approach utilizes Long Short-Term Memory (LSTM) and Kalman Filter (KF) to build an ensemble prediction model to predict short term energy demands of multifamily residential buildings. The proposed approach uses real energy data acquired from the multifamily residential building, South Korea. Different statistical measures are used, such as mean absolute error (MAE), root mean square error (RMSE), mean absolute percentage error (MAPE), and R2 score, to evaluate the performance of the proposed approach and compare it with existing models. The experimental results reveal that the proposed approach predicts accurately and outperforms the existing models. Furthermore, a comparative analysis is performed to evaluate and compare the proposed model with conventional machine learning models. The experimental results show the effectiveness and significance of the proposed approach compared to existing energy prediction models. The proposed approach will support energy management to effectively plan and manage the energy supply and demands of multifamily residential buildings.


Sign in / Sign up

Export Citation Format

Share Document