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 …
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 …
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 …
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 …
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 …
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 …
Structural pounding has been observed in many previous earthquakes due to insufficient gap commonly provided between adjacent structures. The collisions usually generate large …
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 …
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 …