Seismic response of rc columns with smooth reinforcement. Part II: Cyclic tests

GM Verderame, G Fabbrocino, G Manfredi - Engineering structures, 2008 - Elsevier
Evaluation of rotation capacity of reinforced concrete (rc) members is a key issue in the
seismic performances evaluation of the existing buildings. In the framework of the modern …

Analytical fragility assessment using unscaled ground motion records

F Jalayer, H Ebrahimian, A Miano… - Earthquake …, 2017 - Wiley Online Library
It is desirable that nonlinear dynamic analyses for structural fragility assessment are
performed using unscaled ground motions. The widespread use of a simple dynamic …

[图书][B] Quantification of building seismic performance factors

Applied Technology Council - 2009 - books.google.com
This report describes a recommended methodology for reliably quantifying building system
performance and response parameters for use in seismic design. The recommended …

Assessing seismic collapse safety of modern reinforced concrete moment frame buildings

CB Haselton - 2006 - ir.vnulib.edu.vn
A primary goal of seismic design requirements of building codes is to protect the life safety of
building inhabitants during extreme earthquakes. First and foremost, this requires that the …

Cloud to IDA: Efficient fragility assessment with limited scaling

A Miano, F Jalayer, H Ebrahimian… - … Engineering & Structural …, 2018 - Wiley Online Library
Incremental dynamic analysis (IDA) leads to curves expressed in terms of structural
response versus intensity, commonly known as the IDA curves. It is known that …

Update to ASCE/SEI 41 concrete provisions

KJ Elwood, AB Matamoros, JW Wallace… - Earthquake …, 2007 - journals.sagepub.com
A proposed supplement to ASCE/SEI 41 Seismic Rehabilitation of Existing Buildings has
been developed for the purpose of updating provisions related to existing reinforced …

Seismic tests of concrete columns with light transverse reinforcement

H Sezen, JP Moehle - ACI structural journal, 2006 - search.proquest.com
Earthquakes and laboratory experience show that columns with inadequate transverse
reinforcement are vulnerable to damage including shear and axial load failure. To study this …

The test of a full-scale three-story RC structure with masonry infill walls

S Pujol, D Fick - Engineering Structures, 2010 - Elsevier
Masonry infill walls are used as partitions in many countries. There is no consensus on
whether infill walls make a reinforced concrete frame more or less vulnerable to the effects of …

Classification and seismic safety evaluation of existing reinforced concrete columns

L Zhu, KJ Elwood, T Haukaas - Journal of Structural Engineering, 2007 - ascelibrary.org
This study contributes to the critical need for safety assessment tools for existing reinforced
concrete structures. Of particular concern is the possibility of collapse due to shear failure …

Performance-based seismic design of bridges: a global perspective and critical review of past, present and future directions

Q Zhang, MS Alam - Structure and Infrastructure Engineering, 2019 - Taylor & Francis
The concept of performance-based design (PBD) originated several decades ago and has
been evolving since. PBD in its current form aims at achieving one or more predicted …