Structural identification has received increased attention as an applied technique for
performance-based assessment of large civil structures by providing a means to improve the …

Masonry heterogeneity and manufacturing imperfections affect structural behaviour of
constructions; these unpredictable aspects are amplified in multi-leaf masonry walls by …

有限元分析在实际工程中得到了广泛应用. 然而有限元模型由于受到网格划分,
边界条件和材料物理参数不确定性等的影响, 与真实结构有差异. 因此须通过试验数据加以修正 …

This study proposes a novel approach for the computationally efficient numerical modeling
of the nonlinear seismic response of entire buildings with infilled RC frames. The proposed …

Estimating the mass and stiffness parameters of a structural system via its vibration response
measurements is the primary objective in the field of modal testing and structural health …

Structural identification continues to develop an expanding role within performance-based
civil engineering by offering a means to construct high-fidelity analytical models of in-service …

To estimate the progressive collapse resistance capacity of a multi-column frame tube
structure with an assembled truss beam composite floor (ATBCF), pushdown analysis and …

Structural identification has received increased attention over recent years for performance-
based structural assessment and health monitoring. Recently, an approach for formulating …

This paper proposes a computationally efficient approach to simulate the seismic behavior
of masonry-infilled reinforced concrete frames. The proposed framework utilizes frame …

An improper configuration of masonry infill walls in RC frame may lead to short column effect
on the columns, which is harmful to the seismic behavior of the structure. In this study, a bare …