[HTML][HTML] Managing natural disasters: An analysis of technological advancements, opportunities, and challenges

M Krichen, MS Abdalzaher, M Elwekeil… - Internet of Things and …, 2024 - Elsevier
Natural disasters (NDs) have always been a major threat to human lives and infrastructure,
causing immense damage and loss. In recent years, the increasing frequency and severity …

Seismic soil-structure interaction: a state-of-the-art review

V Anand, SRS Kumar - Structures, 2018 - Elsevier
The process of soil response influencing motion of the structure and vice-versa is termed as
soil-structure interaction (SSI). SSI has been traditionally considered to be beneficial to …

Performance-based seismic design of self-centering steel frames with SMA-based braces

CX Qiu, S Zhu - Engineering Structures, 2017 - Elsevier
This study proposes a performance-based seismic design (PBSD) method for steel braced
frames with novel self-centering (SC) braces that utilize shape memory alloys (SMA) as a …

[PDF][PDF] Seismic performance of reinforced concrete buildings in the 22 February Christchurch (Lyttleton) earthquake

WY Kam, S Pampanin, K Elwood - 2011 - ir.canterbury.ac.nz
Six months after the 4 September 2010 Mw 7.1 Darfield (Canterbury) earthquake, a Mw 6.2
Christchurch (Lyttelton) aftershock struck Christchurch on the 22 February 2011. This …

Significance of residual drifts in building earthquake loss estimation

CM Ramirez, E Miranda - Earthquake Engineering & Structural …, 2012 - Wiley Online Library
The influence of residual interstorey drifts on economic losses in building resulting from
earthquakes is examined. Current building‐specific loss estimation methodologies that …

Non‐linear viscoelastic modelling of earthquake‐induced structural pounding

R Jankowski - Earthquake engineering & structural dynamics, 2005 - Wiley Online Library
Past severe earthquakes indicate that structural pounding may cause considerable damage
or even lead to collapse of colliding structures if the separation distance between them is not …

Evaluation of drift demands in existing steel frames under as-recorded far-field and near-fault mainshock–aftershock seismic sequences

J Ruiz-García, JC Negrete-Manriquez - Engineering structures, 2011 - Elsevier
This paper presents results of a study aimed at evaluating the effect of aftershocks in steel
framed buildings. For that purpose, three frame models representing existing steel moment …

Seismic pounding between adjacent buildings: Identification of parameters, soil interaction issues and mitigation measures

M Miari, KK Choong, R Jankowski - Soil Dynamics and Earthquake …, 2019 - Elsevier
Structural pounding has been observed in many previous earthquakes due to insufficient
gap commonly provided between adjacent structures. The collisions usually generate large …

Building pounding damage during the 1989 Loma Prieta earthquake

K Kasai, BF Maison - Engineering structures, 1997 - Elsevier
This paper presents a survey of building pounding caused by the 1989 Loma Prieta
earthquake. Pounding was present over a wide geographical area including the cities of …

Some aspects of source characteristics of the 19 September 1985 Michoacan earthquake and ground motion amplification in and near Mexico City from strong motion …

SK Singh, E Mena, R Castro - Bulletin of the …, 1988 - pubs.geoscienceworld.org
The Fourier amplitude ratio of the 19 September (Ms= 8.1) to the 21 September 1985 (Ms=
7.6), Michoacan earthquakes obtained from data in and near Mexico City increases from …