James I. Craig
- Passive Control of Building Response Using Energy Dissipating Cladding Connections. In: Earthquake Spectra, v. 9, n. 3 (August 1993). (1993):
- Sensitivity Study for Regional Seismic Assessment of L-Shaped Concrete Moment Resisting Frame Structures. Vorgetragen bei: Structures Congress 2006, May 18-21, 2006, St. Louis, Missouri, United States. (2006):
- Interdependent Response of Networked Systems. In: Journal of Infrastructure Systems, v. 13, n. 3 (September 2007). (2007):
- Response Measurements for Glass Cladding Panels. In: Journal of the Structural Division (ASCE), v. 107, n. 11 (November 1981). (1981):
- Fragility reduction using passive response modification in a Consequence-Based Engineering (CBE) framework. In: Structural Engineering and Mechanics, v. 17, n. 3-4 (März 2004). (2004):
- Experimental testing of ductile cladding connections for building facades. In: The Structural Design of Tall Buildings, v. 1, n. 1 (Oktober 1992). (1992):
- Modelling of advanced, pre‐cast cladding connections for seismic design. Properly designed pre‐cast concrete cladding can provide lateral stiffness, ductility and energy dissipation to the overall building structure, especially during strong ground motions. In: Building Research & Information, v. 20, n. 5 ( 1992). (1992):
- Cladding influence on dynamics response of tall buildings. In: Earthquake Engineering and Structural Dynamics, v. 12, n. 2 (März 1984). (1984):
- Seismic response of critical interdependent networks. In: Earthquake Engineering and Structural Dynamics, v. 36, n. 2 (Februar 2007). (2007):
- Seismic fragility analysis of low-rise unreinforced masonry structures. In: Engineering Structures, v. 31, n. 1 (Januar 2009). (2009):
- Energy-Based Seismic Design of Ductile Cladding Systems. In: Journal of Structural Engineering (ASCE), v. 121, n. 3 (März 1995). (1995):
- Metamodel-based regional vulnerability estimate of irregular steel moment-frame structures subjected to earthquake events. In: Engineering Structures, v. 45 (Dezember 2012). (2012):