@conference {bnh-6387,
	title = {Predicting Maximum Displacement Demand of Asymmetric Reinforced Concrete Buildings},
	booktitle = {Australian Earthquake Engineering Society 2019 Conference},
	year = {2019},
	month = {12/2019},
	address = {Newcastle},
	abstract = {<p>Reinforced concrete buildings make up the majority of Australian building stocks. The buildings generally consist of core walls and/or shear walls as lateral load carrying elements and moment resisting frames as gravitational load carrying elements. The core and/or shear walls are often eccentrically located in the buildings resulting in a large displacement demand on the moment resisting frames that are located at the edge of the buildings. Seismic assessment methods for asymmetrical buildings commonly involve three-dimensional dynamic analyses that can be computationally expensive. This paper presents a simplified analysis method that has been developed to provide estimates for the maximum displacement demand of multi-storey buildings featuring plan asymmetry. The studies form a part of a collaborative research under the Bushfire and Natural Hazards Cooperative Research Centre (BNHCRC)on {\textquotedblleft}cost-effective mitigation strategy development for building related earthquake risk{\textquotedblright}.</p>},
	keywords = {asymmetrical buildings, reinforced concrete, simplified analysis method, torsion},
	url = {https://aees.org.au/wp-content/uploads/2019/12/43-Elisa-Lumantarna.pdf},
	author = {Elisa Lumantarna and Nelson Lam and John Wilson}
}
@article {bnh-4667,
	title = {Seismic Vulnerability Assessment of Asymmetrical Reinforced Concrete Buildings in Australia},
	journal = {Australian Earthquake Engineering Society },
	year = {2016},
	month = {11/2016},
	abstract = {<p>Many reinforced concrete buildings in Australia are laterally supported by reinforced concrete cores/shear walls that are eccentrically located in the buildings. The structural elements at the edges of the asymmetrical buildings can be subjected to a significant displacement demand, making this type of buildings highly vulnerable in an earthquake. Seismic assessment methods for asymmetrical buildings commonly involve three-dimensional dynamic analyses that can be computationally expensive. This paper presents a simplified analysis method for multi-storey buildings featuring plan asymmetry. The method has been used to assess the seismic vulnerability of asymmetrical reinforced concrete buildings in Australia.</p>},
	keywords = {Aymmetrical buildings, fragility curves, reinforced concrete., simplified analysis method},
	url = {https://www.aees.org.au/wp-content/uploads/2018/06/379-Lumantarna-et-al.pdf},
	author = {Elisa Lumantarna and Alireza Mehdipanah and Nelson Lam and Hing-Ho Tsang and John Wilson and Emad F Gad and Helen M. Goldsworthy}
}
