Assessment of Performance-Based Seismic Design Methods in ASCE 41 for New Steel Buildings: Special Moment Frames [0.03%]
基于性能的抗震设计方法在美国土木工程师学会ASCE 41规范下对新型钢结构建筑的应用评估：特殊矩形框架建筑
John Harris,Matthew Speichera
John Harris
This paper presents the results of a study investigating the correlation between the anticipated seismic performance of an ASCE 7 code-compliant steel building with special moment frames and its predicted performance as quantified using ASC...
Motivators and impediments to seismic retrofit implementation for wood-frame soft-story buildings: A case study in California [0.03%]
木结构软层建筑实施地震加固的促进因素和障碍物：一个加州案例研究
Yating Zhang,Juan F Fung,Katherine J Johnson et al.
Yating Zhang et al.
Motivating property owners to mitigate seismic risks for existing buildings is a major challenge for many earthquake-prone regions. This article identifies primary factors that may affect the adoption of seismic retrofit by owners of commer...
Juan F Fung,Siamak Sattar,David T Butry et al.
Juan F Fung et al.
This article presents the current state-of-practice with respect to quantifying the total cost to retrofit an existing building. In particular, we combine quantitative, qualitative, and heuristic data to provide a taxonomy for understanding...
Juan F Fung,Siamak Sattar,David T Butry et al.
Juan F Fung et al.
This paper presents a methodology for estimating seismic retrofit costs from historical data. In particular, historical retrofit cost data from FEMA 156 is used to build a generalized linear model (GLM) to predict retrofit costs as a functi...