Seismic Design Factors for Steel Moment Frames with Masonry Infills: Part 2
暂无分享,去创建一个
[1] Venkatesh Kodur,et al. Seismic design and analysis of masonry-infilled frames , 1995 .
[2] Peter Fajfar,et al. SOFT STOREY EFFECTS IN UNIFORMLY INFILLED REINFORCED CONCRETE FRAMES , 2001 .
[3] Shiv Shanker Ravichandran. Design provisions for autoclaved aerated concrete (AAC) infilled steel moment frames , 2009 .
[4] Dimitrios Vamvatsikos,et al. Applied Incremental Dynamic Analysis , 2004 .
[5] Peter Fajfar,et al. Inelastic spectra for infilled reinforced concrete frames , 2004 .
[6] Vitelmo V. Bertero,et al. Earthquake Resistance of Infilled Frames , 1978 .
[7] Paolo Negro,et al. Irregularities induced by nonstructural masonry panels in framed buildings , 1997 .
[8] Durgesh C. Rai,et al. Code Approaches to Seismic Design of Masonry-Infilled Reinforced ConcreteFrames: A State-of-the-Art Review , 2006 .
[9] Andrei M. Reinhorn,et al. Modeling of Masonry Infill Panels for Structural Analysis , 1995 .
[10] Dimitrios Vamvatsikos,et al. Incremental dynamic analysis , 2002 .
[11] Edward Cohen,et al. Minimum Design Loads for Buildings and Other Structures , 1990 .
[12] Matjaž Dolšek,et al. The effect of masonry infills on the seismic response of a four-storey reinforced concrete frame — a deterministic assessment , 2008 .