发布求助
文献互助 智能选刊 最新文献

JURNAL FORUM TEKNIK SIPIL (J-ForTekS)最新文献

筛选
英文 中文
Hubungan Ketersebaran Dinding Geser Sebidang Secara Horizontal Terhadap Drift Bangunan Tingkat Tinggi
JURNAL FORUM TEKNIK SIPIL (J-ForTekS) Pub Date : 2022-05-28 DOI: 10.35508/forteks.v2i1.6932
Raynaldo Nara Rihi, Jusuf J. S. Pah, Rosmiyati A. Bella
{"title":"Hubungan Ketersebaran Dinding Geser Sebidang Secara Horizontal Terhadap Drift Bangunan Tingkat Tinggi","authors":"Raynaldo Nara Rihi, Jusuf J. S. Pah, Rosmiyati A. Bella","doi":"10.35508/forteks.v2i1.6932","DOIUrl":"https://doi.org/10.35508/forteks.v2i1.6932","url":null,"abstract":"The distribution of the shear wall horizontally influences the drift. This study was conducted to determine the relationship between the horizontally mass distribution of shear walls and high-rise buildings’ drift. The model analyzed was a rectangular building with 40 floors of 20 m x 20 m. The model consists of 4 variations, namely G1, G2, G3, and G4 models. The analysis was carried out based on SNI - 1726 - 2019 regarding The Procedures of Earthquake Resistance Planning for Building and Non-Building Structures and using SAP 2000 software. The analysis results revealed that horizontal shear wall mass distribution influences the structural deviation due to earthquake loads. Shear walls distributed side by side are more efficient than shear walls distributed spatially.","PeriodicalId":283566,"journal":{"name":"JURNAL FORUM TEKNIK SIPIL (J-ForTekS)","volume":"87 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2022-05-28","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"133097441","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: 0
Analisis Perbandingan Kinerja Seismik dari Struktur Gedung dengan Pelat Konvensional, Waffle Slab, dan Flat Slab 分析建筑物结构与传统板、华夫饼Slab和平板公寓的地震性能比较
JURNAL FORUM TEKNIK SIPIL (J-ForTekS) Pub Date : 2022-05-28 DOI: 10.35508/forteks.v2i1.5496
Yohanes Alexander Rupidara, Remigildus Cornelis, Tri M. W. Sir
{"title":"Analisis Perbandingan Kinerja Seismik dari Struktur Gedung dengan Pelat Konvensional, Waffle Slab, dan Flat Slab","authors":"Yohanes Alexander Rupidara, Remigildus Cornelis, Tri M. W. Sir","doi":"10.35508/forteks.v2i1.5496","DOIUrl":"https://doi.org/10.35508/forteks.v2i1.5496","url":null,"abstract":"Indonesia is a country with high earthquake risk because it is located in the path of the most active earthquake in the world. It makes Indonesia situated in a region with a high earthquake intensity. The study aimed to determine the seismic performance levels of building structures with conventional slabs, waffle slabs, and flat slabs with the time history analysis method. There are three models of structures studied, namely building structures with conventional plates, building structures with waffle slabs, and building structures with flat slabs, with a 5-story structure system, where the longest and shortest span has the same size of 20 m and the height of each level 4 m. This study showed the largest displacement was 235.82 mm in building structures with waffle slabs and the smallest displacement was 146.49 mm in building structures with flat slabs. The largest drift is 0.012 on a building structure with a waffle slab, and the smallest drift is 0.007 on a building structure with a flat slab. The level of seismic performance produced from all three types of structures varies from immediate occupancy (IO) to damage control (DC).","PeriodicalId":283566,"journal":{"name":"JURNAL FORUM TEKNIK SIPIL (J-ForTekS)","volume":"9 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2022-05-28","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"115326164","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: 0
Evaluasi Kinerja Embung Kecil di Kabupaten Kupang 库邦摄政的小规模绩效评估
JURNAL FORUM TEKNIK SIPIL (J-ForTekS) Pub Date : 2022-05-28 DOI: 10.35508/forteks.v2i1.4260
Since Deta Adelfina Fallo, I. M. Udiana, Sudiyo Utomo
{"title":"Evaluasi Kinerja Embung Kecil di Kabupaten Kupang","authors":"Since Deta Adelfina Fallo, I. M. Udiana, Sudiyo Utomo","doi":"10.35508/forteks.v2i1.4260","DOIUrl":"https://doi.org/10.35508/forteks.v2i1.4260","url":null,"abstract":"The construction of a small dam in the Kupang District aims to help supply water needs for the agricultural sector, livestock sector, and human needs during the dry season. This study aimed to evaluate the performance of 30 small dams built in Kupang Regency through three aspects, namely physical aspects, utilization aspects, and operation and maintenance aspects. The method used is the Survey Method, Descriptive Analysis and the Likert Scale Method. The results showed that the performance of the small dam's physical aspects in Kupang Regency was in bad condition, with a bad percentage value of 73.23%. The minor dam utilization aspects in Kupang Regency were in good condition with a good percentage value of 55.75%. The operation and maintenance aspects of the small dam in Kupang Regency were in bad condition, with a bad percentage value of 63.74%. Overall, the percentage of small dams studied in the Kupang Regency that experienced a decline in function was 69.63%, and the percentage of small reservoirs that were still functioning was 31.37%.","PeriodicalId":283566,"journal":{"name":"JURNAL FORUM TEKNIK SIPIL (J-ForTekS)","volume":"12 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2022-05-28","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"116778986","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: 0
Analisis Indeks Kekeringan Menggunakan Standardized Precipitation Index (SPI) Method pada Daerah Kabupaten Timor Tengah Selatan
JURNAL FORUM TEKNIK SIPIL (J-ForTekS) Pub Date : 2022-05-28 DOI: 10.35508/forteks.v2i1.5464
Willybrordus Kurniawan Hima, I. M. Udiana, Judi K. Nasjono
{"title":"Analisis Indeks Kekeringan Menggunakan Standardized Precipitation Index (SPI) Method pada Daerah Kabupaten Timor Tengah Selatan","authors":"Willybrordus Kurniawan Hima, I. M. Udiana, Judi K. Nasjono","doi":"10.35508/forteks.v2i1.5464","DOIUrl":"https://doi.org/10.35508/forteks.v2i1.5464","url":null,"abstract":"Due to the low rainfall, it is relatively uneven in each sub-district in Timor Tengah Selatan (TTS) Regency. It causes some rivers to be drought-prone in the dry season. This study aims to determine the largest drought index and map the drought distribution in the South Central Timor (TTS) Regency. The drought index analysis uses the Standardized Precipitation Index (SPI) Method. The data used is monthly rainfall data for ten years (2009-2018) of ten rain stations. Then, mapping of drought distribution rainfall using ArcGIS Software. The results of the drought index analysis showed that in the 1-month deficit period, the largest drought index was -3.61, which occurred in March 2014 at the Oeekam Rain Station. In the 3-month deficit period, the largest drought index was -3.19, which occurred in March 2010 at the Nulle Rain Station and in November 2015 at the Kesetnana Rain Station. The findings of the drought distribution map study suggest that during the 1-month shortfall period, all sub-districts experienced drought in January, February, and April. Meanwhile, in the 3-month deficit period, drought occurs evenly for all sub-districts only in June.","PeriodicalId":283566,"journal":{"name":"JURNAL FORUM TEKNIK SIPIL (J-ForTekS)","volume":"28 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2022-05-28","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"127453020","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: 0
Pengembangan Program Aplikasi Analisis Pelat 2D dengan Metode Finite Difference Menggunakan Matlab 使用Matlab进行有限差异应用程序分析2D程序的开发
JURNAL FORUM TEKNIK SIPIL (J-ForTekS) Pub Date : 2022-05-28 DOI: 10.35508/forteks.v2i1.6906
Alexander B.S. Malik, Remigildus Cornelis, Ruslan Ramang
{"title":"Pengembangan Program Aplikasi Analisis Pelat 2D dengan Metode Finite Difference Menggunakan Matlab","authors":"Alexander B.S. Malik, Remigildus Cornelis, Ruslan Ramang","doi":"10.35508/forteks.v2i1.6906","DOIUrl":"https://doi.org/10.35508/forteks.v2i1.6906","url":null,"abstract":"The rapid development of construction technology has an impact on application programs that are created to facilitate the calculation of structures in buildings, especially in designing plates in buildings. Program applications such as SAP 2000 software are often used in structural calculations but are costly. This study develops MATLAB to produce an application program for analyzing and modeling numerical data based on the matrix concept. The method used is the finite difference method which is a numerical approach method based on partial differential equations. This application program was developed by calculating the deflection, moment, and stress, which are displayed in the form of contour. This program was designed with the equations entered into the coding for each of the existing models. Then the results obtained are compared with the results of the calculation of the plate moment on PBI-1971.","PeriodicalId":283566,"journal":{"name":"JURNAL FORUM TEKNIK SIPIL (J-ForTekS)","volume":"124 1 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2022-05-28","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"123571755","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: 0
Pengaruh Variasi Girder Terhadap Perilaku Struktur Atas Jembatan Beton Prategang Akibat Gempa Horizontal 横冲直撞对水平地震后混凝土桥墩行为的影响
JURNAL FORUM TEKNIK SIPIL (J-ForTekS) Pub Date : 2022-05-28 DOI: 10.35508/forteks.v2i1.6624
Septiano H.E. Tefa, Dantje A. T. Sina, A. Kumalawati
{"title":"Pengaruh Variasi Girder Terhadap Perilaku Struktur Atas Jembatan Beton Prategang Akibat Gempa Horizontal","authors":"Septiano H.E. Tefa, Dantje A. T. Sina, A. Kumalawati","doi":"10.35508/forteks.v2i1.6624","DOIUrl":"https://doi.org/10.35508/forteks.v2i1.6624","url":null,"abstract":"Earthquakes are dangerous natural disasters and cause damage on a large scale. Therefore, this study aimed to determine the mass participation of the structure, structure capacity, and performance levels. The analysis was carried out based on the spectral response, pushover, and FEMA-356 methods. In anticipation of the damage, the design of earthquake-resistant structures has become essential in structural design, especially in the bridge structure design. The bridge samples in this study were type I prestressed concrete bridges with a length of 37 m and a width of 4 m using ten variations of girders located at the Temef Dam. The results obtained are the most critical structural conditions occur in the transverse direction. The base shear maximum capacity is more significant in the longitudinal direction than in the transversal direction. The maximum displacement capacity is higher in the transversal direction than in the longitudinal direction. The effect of cross-sectional area and cross-sectional inertia of the beam girder on the structural’s capacity is the greater the cross-sectional area and inertia of the beam girder, the greater the capacity of the structures. All of The structure performance levels were Immediate Occupancy (IO).","PeriodicalId":283566,"journal":{"name":"JURNAL FORUM TEKNIK SIPIL (J-ForTekS)","volume":"55 3","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2022-05-28","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"114094623","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: 0
Evaluasi Pembiayaan Pembangunan Infrastruktur Pedesaan 评估农村基础设施发展融资
JURNAL FORUM TEKNIK SIPIL (J-ForTekS) Pub Date : 2022-05-28 DOI: 10.35508/forteks.v2i1.5462
Danang Gunarto, Trimawan .
{"title":"Evaluasi Pembiayaan Pembangunan Infrastruktur Pedesaan","authors":"Danang Gunarto, Trimawan .","doi":"10.35508/forteks.v2i1.5462","DOIUrl":"https://doi.org/10.35508/forteks.v2i1.5462","url":null,"abstract":"Volume estimation and the financial project are essential as technical calculations. This research is to study urban project finances held without proper planning, and the research sample is nine urban. The research method compares the budget available and the estimation calculation based on field observation according to field observation. Unit price analysis use SNI (Standart Nasional Indonesia) method. From the analysis results, the calculated cost and budget ceiling are different. According to field observation, the average budget ceiling is Rp 116,000,000.00, higher than the computed cost of Rp 105,900,000.00. However, according to field observation, the standard deviation of estimation calculation is Rp 46,400,000.00, and the budget is Rp 15,700,000.00. This matter shows that the quality of urban infrastructure projects is varied.","PeriodicalId":283566,"journal":{"name":"JURNAL FORUM TEKNIK SIPIL (J-ForTekS)","volume":"29 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2022-05-28","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"114280936","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
Studi Penggunaan Balok Lintel Pada Bangunan Gedung Infilled Frame 2 Lantai Menggunakan SAP2000 使用SAP2000室内设计的2层框架内的Lintel梁研究
JURNAL FORUM TEKNIK SIPIL (J-ForTekS) Pub Date : 2021-09-30 DOI: 10.35508/forteks.v1i2.4824
Peter Tukan, Partogi H. Simatupang, Elia Hunggurami
{"title":"Studi Penggunaan Balok Lintel Pada Bangunan Gedung Infilled Frame 2 Lantai Menggunakan SAP2000","authors":"Peter Tukan, Partogi H. Simatupang, Elia Hunggurami","doi":"10.35508/forteks.v1i2.4824","DOIUrl":"https://doi.org/10.35508/forteks.v1i2.4824","url":null,"abstract":"The two stories building construction or which is commonly called the two stories building these days is very popular in Indonesia. The type of multistories building technology that develop in the world of construction is very diverse, this development is can not be separated from the anticipation of the various of loading conditions. \u0000Based on that facts, the research of the use of lintel beams in 2 stories infilled frame buildings is conducted. The analysis can be done by using SAP2000 software. The structure model analyzed by comparing the structure responses between the building that use the lintel beams system and the other one is the building that don’t use that system, where as the idealized loading is same. \u0000The result of the analysis obtained by using the lintel beams system the value of maximum x and y axis base shear respectively are 344,088 KN and 363,001 KN, the maximum column moment is occurred in column 84 with the value is 99,58 kNm, and the maximum x axis lateral drift is occurred in joint 128 with the value is 0.000401 m, while the y axis is occurred in joint 105, 128 with the value is 0,000533 m. The analysis result that obtained for the building that don’t use the lintel beam system, the x and y axis maximum base shear value respectively is 336,425 KN and 354,539 KN, the maximum column moment occurs in column 84 is 98,98 kNm, and the x axis maximum drift lateral occurs in joint 128 with value is 0,000406, while the y axis maximum lateral drift occurs in joint 105, 128 with value is 0,000532. So we obtained the percentage comparison on base shear value between 2 stories infilled frame building that use lintel beams system and the building that doesn’t use the lintel beams system for x axis is 1,45% and y axis is 1,13% , and for the percentage comparison on maximum column moment value is 0,30% , while the percentage comparison on drift lateral value for x axis is 0,62% and y axis is 0,09%","PeriodicalId":283566,"journal":{"name":"JURNAL FORUM TEKNIK SIPIL (J-ForTekS)","volume":"22 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-09-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"131073921","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: 0
Debit Puncak Harian Tahunan Metode HSS Nakayasu dan Debit Terukur di DAS Muke Kabupaten TTSS SERVICES-CURVE NUMBER DAN DEBIT TERUKUR DI DAERAH ALIRAN SUNGAI MUKE KABUPATEN TIMOR TENGAH SELATAN
JURNAL FORUM TEKNIK SIPIL (J-ForTekS) Pub Date : 2021-09-30 DOI: 10.35508/forteks.v1i2.4846
Monica T.R Utung, Judi K. Nasjono, Elia Hunggurami
{"title":"Debit Puncak Harian Tahunan Metode HSS Nakayasu dan Debit Terukur di DAS Muke Kabupaten TTSS SERVICES-CURVE NUMBER DAN DEBIT TERUKUR DI DAERAH ALIRAN SUNGAI MUKE KABUPATEN TIMOR TENGAH SELATAN","authors":"Monica T.R Utung, Judi K. Nasjono, Elia Hunggurami","doi":"10.35508/forteks.v1i2.4846","DOIUrl":"https://doi.org/10.35508/forteks.v1i2.4846","url":null,"abstract":"The Muke River is prone to flooding. flooding is caused by conversion in land use due to the migrating plantation system. In the Muke river, it is necessary to analyze the discharge estimation to determine the potential of water in the Muke river. In this study, the authors performed peak discharge calculation using measured calculation model and calculate. Measured calculations using discharge’s curve and calculated by using hydrographic method of synthetic unit namely Nakayasu. The results of the analysis for the calculation of discharge on the Muke river using the discharge curve obtained that the peak discharge occurred in 2012 with Qmax = 99.41 m3/s and the smallest discharge occurred in 2010 with Qmin = 13.19 m3/s, the results of the analysis for the calculation of discharge on the Muke river using the Nakayasu method obtained peak discharge occurred in 2010 with Qmax= 184.74 m3/s and the smallest discharge occurred in 2014 with Qmin = 94.33 m3/s.","PeriodicalId":283566,"journal":{"name":"JURNAL FORUM TEKNIK SIPIL (J-ForTekS)","volume":"6 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-09-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"121577855","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: 0
Analisis Kinerja Struktur Rangka Beton Bertulang Beraturan Dengan Penambahan Tingkat Menggunakan Struktur Baja 钢筋混凝土框架结构的性能分析
JURNAL FORUM TEKNIK SIPIL (J-ForTekS) Pub Date : 2021-09-30 DOI: 10.35508/forteks.v1i2.4847
Hilario Alberto Kono, Partogi H. Simatupang, Ruslan Ramang
{"title":"Analisis Kinerja Struktur Rangka Beton Bertulang Beraturan Dengan Penambahan Tingkat Menggunakan Struktur Baja","authors":"Hilario Alberto Kono, Partogi H. Simatupang, Ruslan Ramang","doi":"10.35508/forteks.v1i2.4847","DOIUrl":"https://doi.org/10.35508/forteks.v1i2.4847","url":null,"abstract":"The change of plans on gradually development in building structure can be occur with building operational consideration and owner financial. The purpose of this study was to determine the level of performance of the reinforced concrete frame structure with additional levels using steel structures with different span variations. The results of the analysis are used to determine how big the deviation is between levels and to control the level of structure performance. The conclusion of the study shows that the performance level of the structural model analyzed is immediate occupancy (IO) with a total drift ratio and interstorey drift ratio value of the initial building structure (C3S0) in the x direction and y direction of 0.0004, and for variations in building structure with the addition of levels using steel structures (C3S1, C3S2, C5S1, C5S2, C7S1, C7S2) in the x direction ranging from 0.0005-0.0007 and in the y direction ranging from 0.0010-0.0024.","PeriodicalId":283566,"journal":{"name":"JURNAL FORUM TEKNIK SIPIL (J-ForTekS)","volume":"1 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-09-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"123871209","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: 0
首页 上一页 下一页 尾页
0
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
提示
您的信息不完整，为了账户安全，请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
现在去查看 取消
×
提示
确定
请完成安全验证×
相关产品
×
本文献相关产品
联系我们：info@booksci.cn Book学术提供免费学术资源搜索服务，方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。 Copyright © 2023 布克学术 All rights reserved.
京ICP备2023020795号-1
ghs 京公网安备 11010802042870号
Book学术文献互助
Book学术文献互助群
群 号：481959085
Book学术官方微信