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SP-127: Earthquake-Resistant Concrete Structures--Inelastic Response and Design最新文献

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Earthquake Ground Motions 地震地面运动
SP-127: Earthquake-Resistant Concrete Structures--Inelastic Response and Design Pub Date : 1991-10-01 DOI: 10.14359/3004
S. Werner
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引用次数: 0
Observed Behavior of Slender Reinforced Concrete Walls Subjected to Cyclic Loading 钢筋混凝土细长墙体在循环荷载作用下的性能观察
SP-127: Earthquake-Resistant Concrete Structures--Inelastic Response and Design Pub Date : 1991-10-01 DOI: 10.14359/3024
S. Wood
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引用次数: 2
Detailing Reinforced Concrete Structures for Post-Elastic Seismic Resistance 钢筋混凝土结构的后弹性抗震
SP-127: Earthquake-Resistant Concrete Structures--Inelastic Response and Design Pub Date : 1991-10-01 DOI: 10.14359/3029
James R. Harris, G. Stevens
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引用次数: 1
Soil-Structure Interaction--A Brief Overview 土-结构相互作用——简要概述
SP-127: Earthquake-Resistant Concrete Structures--Inelastic Response and Design Pub Date : 1991-10-01 DOI: 10.14359/3016
A. T. Derecho, A. Huckelbridge
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引用次数: 1
Minimum Available Deformation Capacity of Reinforced Concrete Beams 钢筋混凝土梁的最小有效变形能力
SP-127: Earthquake-Resistant Concrete Structures--Inelastic Response and Design Pub Date : 1991-10-01 DOI: 10.14359/3020
C. French, E. Arturo, Schultz
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引用次数: 5
Explicit Inelastic Dynamic Design Procedure for Earthquake Resistant Structures 抗震结构的显式非弹性动力设计方法
SP-127: Earthquake-Resistant Concrete Structures--Inelastic Response and Design Pub Date : 1991-10-01 DOI: 10.14359/3028
Mark Fintel, S. Ghosh
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引用次数: 0
Seismic Design of Reinforced Concrete Structures Considering Inelasticity 考虑非弹性的钢筋混凝土结构抗震设计
SP-127: Earthquake-Resistant Concrete Structures--Inelastic Response and Design Pub Date : 1991-10-01 DOI: 10.14359/3002
S. Ghosh
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引用次数: 2
Observations on the Behavior of Reinforced Concrete Buildings During Earthquakes 钢筋混凝土建筑物在地震作用下的性能观察
SP-127: Earthquake-Resistant Concrete Structures--Inelastic Response and Design Pub Date : 1991-10-01 DOI: 10.14359/3007
J. Moehle, S. Mahin
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引用次数: 46
Computation of Inelastic Response 非弹性响应的计算
SP-127: Earthquake-Resistant Concrete Structures--Inelastic Response and Design Pub Date : 1991-10-01 DOI: 10.14359/3014
C. Meyer
{"title":"Computation of Inelastic Response","authors":"C. Meyer","doi":"10.14359/3014","DOIUrl":"https://doi.org/10.14359/3014","url":null,"abstract":"","PeriodicalId":197440,"journal":{"name":"SP-127: Earthquake-Resistant Concrete Structures--Inelastic Response and Design","volume":"33 4","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"1991-10-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"121001353","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 1
Correlation of the Analytical and Experimental Inelastic Response of a 1/5-Scale Seven-Story Reinforced Concrete Frame-Wall Structure 1/5尺度七层钢筋混凝土框架-墙结构非弹性响应分析与试验的相关性
SP-127: Earthquake-Resistant Concrete Structures--Inelastic Response and Design Pub Date : 1991-10-01 DOI: 10.14359/3018
F. Charney
{"title":"Correlation of the Analytical and Experimental Inelastic Response of a 1/5-Scale Seven-Story Reinforced Concrete Frame-Wall Structure","authors":"F. Charney","doi":"10.14359/3018","DOIUrl":"https://doi.org/10.14359/3018","url":null,"abstract":"","PeriodicalId":197440,"journal":{"name":"SP-127: Earthquake-Resistant Concrete Structures--Inelastic Response and Design","volume":"183 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"1991-10-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"114401414","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 12
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