A rationale for determining the natural period of RC building frames having infill
KM Amanat, E Hoque - Engineering structures, 2006 - Elsevier
Building design codes generally impose some upper limit on the magnitude of the natural
period determined from a rational numerical analysis if the period is longer than that …
period determined from a rational numerical analysis if the period is longer than that …
Seismic analysis of the world's tallest building
H Fan, QS Li, AY Tuan, L Xu - Journal of Constructional Steel Research, 2009 - Elsevier
Taipei 101 (officially known as the Taipei Financial Center) with 101 stories and 508 m
height, located in Taipei where earthquakes and strong typhoons are common occurrences …
height, located in Taipei where earthquakes and strong typhoons are common occurrences …
Free vibration analysis of non-uniform beams with an arbitrary number of cracks and concentrated masses
QS Li - Journal of Sound and Vibration, 2002 - Elsevier
An exact approach for free vibration analysis of a non-uniform beam with an arbitrary
number of cracks and concentrated masses is proposed. A model of massless rotational …
number of cracks and concentrated masses is proposed. A model of massless rotational …
Exact solutions for free longitudinal vibrations of non-uniform rods
QS Li - Journal of Sound and Vibration, 2000 - Elsevier
An exact approach for free longitudinal vibrations of one-step non-uniform rods with
classical and non-classical boundary conditions is presented. In this paper, the expression …
classical and non-classical boundary conditions is presented. In this paper, the expression …
[图书][B] Global structural analysis of buildings
K Zalka - 2000 - taylorfrancis.com
Global Structural Analysis of Buildings is a practical reference on the design and
assessment of building structures which will help the reader to check the safety and overall …
assessment of building structures which will help the reader to check the safety and overall …
Modified independent modal space control of mdof systems
JQ Fang, QS Li, AP Jeary - Journal of sound and vibration, 2003 - Elsevier
The performance of the independent modal space control (IMSC) algorithm for structural
vibration control is examined in this paper. Both the theoretical analysis and numerical …
vibration control is examined in this paper. Both the theoretical analysis and numerical …
钢筋混凝土桥梁疲劳累积损伤失效过程简化分析方法
朱劲松, 朱先存 - 工程力学, 2012 - cqvip.com
为了有效预测疲劳损伤累积程度与桥梁剩余寿命, 提出了钢筋混凝土桥梁结构在运营荷载下疲劳
失效全过程数值模拟的简化方法. 首先, 根据混凝土及钢筋疲劳刚度退化, 疲劳强度退化与疲劳 …
失效全过程数值模拟的简化方法. 首先, 根据混凝土及钢筋疲劳刚度退化, 疲劳强度退化与疲劳 …
Free vibration analysis of cantilevered tall structures under various axial loads
QS Li, JQ Fang, AP Jeary - Engineering Structures, 2000 - Elsevier
Many cantilevered tall structures can be treated as cantilever bars with variable cross-
section for the analysis of their free vibrations. In this paper, the differential equations for free …
section for the analysis of their free vibrations. In this paper, the differential equations for free …
New control strategies for active tuned mass damper systems
H Cao, QS Li - Computers & structures, 2004 - Elsevier
A different structural control approach is developed in this paper. Instead of solving the
Riccati equation, new active control strategies are proposed from a response parameter …
Riccati equation, new active control strategies are proposed from a response parameter …
Correlation of dynamic characteristics of a super‐tall building from full‐scale measurements and numerical analysis with various finite element models
QS Li, JR Wu - Earthquake engineering & structural dynamics, 2004 - Wiley Online Library
Abstract The Di Wang Tower located in Shenzhen has 79 storeys and is about 325 m high.
Field measurements have been conducted to investigate the dynamic characteristics of the …
Field measurements have been conducted to investigate the dynamic characteristics of the …