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Rapid post-earthquake safety assessment of low-rise reinforced concrete structures: 《Earthquake Engineering and Engineering Vibration》2025年第1期101-112,共12页Koji Tsuchimoto Yasutaka Narazaki Billie F.Spencer,Jr.; supported by a fellowship from Design Department of Taisei Corporation。; Many countries throughout the world have experienced large earthquakes,which cause building damage or collapse.After such earthquakes,structures must be inspected rapidly to judge whether they are safe to reoccupy.To ...; 关键词：rapid post-earthquake safety assessment ACCELERATION interstory drift angle damage sensitive feature convolutional neural network RC structure simplified non-linear analysis model Takeda degradation model

Influence of Vertical Irregularity on the Seismic Behavior of Base Isolated RC Structures with Lead Rubber Bearings under Pulse-Like Earthquakes: 《Structural Durability & Health Monitoring》2023年第6期501-519,共19页Ali Mahamied Amjad AYasin Yazan Alzubi Jamal Al Adwan Issa Mahamied; Nowadays,an extensive number of studies related to the performance of base isolation systems implemented in regular reinforced concrete structures subjected to various types of earthquakes can be found in the literatu...; 关键词：Reinforced concrete low-rise structure vertical irregularity the influence of pulse-like earthquake characteristics lead rubber bearing isolators nonlinear response history analysis

Performance evaluation of low-rise infilled reinforced concrete frames designed by considering local effects on column shear demand: 《Frontiers of Structural and Civil Engineering》2023年第5期686-703,共18页Jarun SRECHAI Wongsa WARARUKSAJJA Sutat LEELATAVIWAT Suchart LIMKATANYU; The authors gratefully acknowledge the financial support from the Thailand Research and Innovation under Fundamental Fund 2022(Advanced Construction Toward Thailand 4.0 Project)to the Construction Innovations and Future Infrastructures Research Center at King Mongkut’s University of Technology Thonburi;Supplementary funding was provided by TRF Senior Research Scholar under Grant RTA 6280012.; The interactions between reinforced concrete(RC)frames and infill walls play an important role in the seismic response of frames,particularly for low-rise frames.Infill walls can increase the overall lateral strength ...; 关键词：reinforced concrete frames infill wall seismic design method shear failure wall-frame interaction

Seismic design of low-rise steel building frames with self-centering hybrid damping connections: 《Resilient Cities and Structures》2022年第2期10-22,共13页Junlin Li Wei Wang; financial supports from the Natural Science Foundation of China(NSFC)with Grant No.51820105013;Top Discipline Plan of Shanghai Universities-Class I with Grant No.2022-3-YB-18 are gratefully acknowledged.; This paper develops a practice-oriented seismic design procedure for an emerging lateral force resisting system.The system combines the favorable re-centering feature with the attractive hybrid damping capacity.The sy...; 关键词：Seismic design SELF-CENTERING Hybrid energy dissipating mechanism Knee braces

Lg-Q model and its implication on high-frequency ground motion for earthquakes in the Sichuan and Yunnan region被引量：3: 《Earth and Planetary Physics》2019年第6期526-536,共11页Zhi Wei Li Zhao; supported by the China Postdoctoral Science Foundation; Low-rise buildings are susceptible to high-frequency ground motion.The high-frequency ground motions at regional distances are mainly controlled by crustal Lg waves whose amplitudes are typically much larger than thos...; 关键词：Lg-wave attenuation MODEL HIGH-FREQUENCY ground motions seismic hazards LOW-RISE buildings

Influence of Choice of Structural System &In-Fill Masonry on the Embodied Energy &Cost of a Low-Rise Residential Urban-Building Indian Case Study被引量：1: 《Open Journal of Energy Efficiency》2017年第1期41-60,共20页B. N. Varsha S. Raghunath Mangala Keshava; In the urban residential building stock, a major proportion is constituted by low-rise individual buildings. In addition to cost, quality and duration, energy consumed for the project needs to be accounted in the deci...; 关键词：EMBODIED Energy Initial COST Structural System MASONRY Alternatives LOW-RISE RESIDENTIAL Buildings

Economic Feasibility Evaluation of Building Passive Houses: 《Journal of Energy and Power Engineering》2014年第6期1047-1053,共7页Ievgenii Iurchenkol Olena Koval Mykola Savytskyi Karim Limam; The research presents an improved method of rational design of energy-efficient low-rise residential buildings according to their life cycle. The mathematical model for finding the optimal version of draft power-effic...; 关键词：Energy efficiency low-rise residential buildings architectural and structural systems specific heat consumption rationaldesign life cycle of buildings.

Development of seismic fragility curves for low-rise masonry infilled reinforced concrete buildings by a coefficient-based method被引量：3: 《Earthquake Engineering and Engineering Vibration》2013年第2期319-332,共14页Ray Kai Leung Su Chien-Liang Lee; the Research Grants Council of the Hong Kong SAR under Project No. HKU7166/08E;the Sichuan Earthquake Roundtable Fund of the University of Hong Kong; This study presents a seismic fragility analysis and ultimate spectral displacement assessment of regular low-rise masonry infilled （MI） reinforced concrete （RC） buildings using a coefficient-based method. The coe...; 关键词：SEISMIC fragility analysis MASONRY spectral displacement

Seismic fragility assessment of low-rise stone masonry buildings被引量：1: 《Earthquake Engineering and Engineering Vibration》2013年第1期87-97,共11页Ahmad Abo-El-Ezz Marie-José Nollet Miroslav Nastev; Natural Resources Canada - Geological Survey of Canada Public Safety Geoscience Program;the Chemical,Biological,Radiological-Nuclear and Explosives Research and Technology Initiative,administered by the Defence R&D Canada - Centre for Security Science; Many historic buildings in old urban centers in Eastern Canada are made of stone masonry reputed to be highly vulnerable to seismic loads.Seismic risk assessment of stone masonry buildings is therefore the first step ...; 关键词：seismic risk assessment fragility analysis stone masonry

Effect of nonlinear soil-structure interaction on seismic response of low-rise SMRF buildings被引量：1: 《Earthquake Engineering and Engineering Vibration》2012年第4期541-551,共11页Prishati Raychowdhury Poonam Singh; The nonlinear behavior of a soil-foundation system may alter the seismic response of a structure by providing additional flexibility to the system and dissipating hysteretic energy at the soil-foundation interface. Ho...; 关键词：soil-structure interaction Winkler modeling nonlinear analysis seismic response low-rise steel momentresisting frame

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