Self-centering seismic-resistant structures: Historical overview and state-of-the-art
This state-of-the-art review provides an overview of the evolution of self-centering structures
from early historical structures that inherently exhibited a recentering response to modern …
from early historical structures that inherently exhibited a recentering response to modern …
Near-fault ground motion characteristics and its effects on a collapsed reinforced concrete structure in Hatay during the February 6, 2023 Mw7. 8 Kahramanmaraş …
Ground motion in the vicinity of fault rupture produces pulse-type loading that may impose
severe lateral displacement demands on structures due to forward-directivity effects. The M …
severe lateral displacement demands on structures due to forward-directivity effects. The M …
Influence of near-fault ground motions with fling-step and forward-directivity characteristics on seismic response of base-isolated buildings
S Bhagat, AC Wijeyewickrema… - Journal of Earthquake …, 2021 - Taylor & Francis
The behavior of base-isolated buildings under near-fault (NF) ground motions with fling-step
and forward-directivity characteristics is investigated using three-dimensional nonlinear …
and forward-directivity characteristics is investigated using three-dimensional nonlinear …
Shear‐controlling rocking‐isolation podium system for enhanced resilience of high‐rise buildings
Rapid urban growth has been paired with a rapid increase in the demand for high‐rise
buildings, and has accelerated the need for develo** more resilient high‐rise buildings in …
buildings, and has accelerated the need for develo** more resilient high‐rise buildings in …
[HTML][HTML] Towards understanding, estimating and mitigating higher-mode effects for more resilient tall buildings
Rapid urbanization has resulted in increased demand for tall buildings in many large and
medium-sized cities around the world. Current code-based standards for seismic design are …
medium-sized cities around the world. Current code-based standards for seismic design are …
Scaled shaking table testing of higher‐mode effects on the seismic response of tall and slender structures
As structures are built taller and more slender, their response becomes increasingly
sensitive to dynamic loads that are induced by the buildings' higher‐frequency vibration …
sensitive to dynamic loads that are induced by the buildings' higher‐frequency vibration …
Data set from shaking table tests of a slender MDOF structure with base-rocking mechanisms
Numerical models of seismic-resistant structures are typically validated by comparing
numerically predicted key seismic response parameters to those obtained from benchmark …
numerically predicted key seismic response parameters to those obtained from benchmark …
Seismic analysis of a modern 14‐story reinforced concrete core wall building system using the BTM‐shell methodology
This paper uses computational simulation to investigate the lateral load‐displacement
behavior and failure modes of a modern 14‐story reinforced concrete (RC) core wall …
behavior and failure modes of a modern 14‐story reinforced concrete (RC) core wall …
Shake table testing of shear-controlling rocking isolation podium system for mitigating higher-mode effects in tall buildings
This paper presents shake table testing results of a scaled tower specimen equipped with a
novel self-centering shear and moment dual-base mechanism system, termed the shear …
novel self-centering shear and moment dual-base mechanism system, termed the shear …
Seismic performance evaluation of posttensioned hybrid precast wall-frame buildings and comparison with shear wall-frame buildings
HADS Buddika, AC Wijeyewickrema - Journal of Structural …, 2016 - ascelibrary.org
Seismic performance of posttensioned hybrid precast wall systems has been mainly studied
in the past without considering the interaction of the wall system with the rest of the structure …
in the past without considering the interaction of the wall system with the rest of the structure …