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Journal articles on the topic 'CSI SAP2000'

Author: Grafiati

Published: 4 June 2025

Last updated: 1 August 2025

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1

Singh, Bharat, Revathi V, Amit Dutt, et al. "Suspension Bridges Versus Cable-Stretched Bridges: A Comparison of Structural Behaviour and Performance." E3S Web of Conferences 552 (2024): 01112. http://dx.doi.org/10.1051/e3sconf/202455201112.

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A suspension bridge and a cable-stayed bridge are compared under various loads and environmental conditions in this study. Under live, dead, and seismic loads, the research investigates axial forces, displacements, bending moments, and shear forces using advanced analytical methods and software such as CsiBridge, SAP2000, and Staad Pro. Steel plays a key role in the construction of suspension bridges and cable-stayed bridges, as this study thoroughly compares both types of bridges. Csi Bridge software is utilized in this study to investigate the axial force, displacement, bending moment, and s

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2

Nugroho, Hendra Tri, Suhendra Suhendra, and M. Nuklirullah. "Analisa Perhitungan Struktur Baja Menggunakan Program ETABS." Jurnal Talenta Sipil 4, no. 2 (2021): 120. http://dx.doi.org/10.33087/talentasipil.v4i2.60.

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Terintegrasi nya sistem komputerisasi pada hampir keseluruhan tahapan pembangunan struktur menjadikan proses pembangunan struktur menjadi lebih praktis dan efisien, kini hampir setiap proses tahapan pembangunan gedung dapat dilakukan lebih cepat berkat banyaknya teknologi yang tersedia, sebagaimana dapat dilihat pada tahap perencanaan atau penggambaran struktur yang saat ini tidak lagi dilakukan dengan cara manual semenjak munculnya program komputer berbasis CAD Computer Aided Drawing. Hal serupa juga terjadi pada pekerjaan review struktur yang telah dipermudah dengan banyaknya program rekayas

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3

Wardhani, Kinanti Dianing Pramudya. "Perencanaan Pembangunan Gedung Laboratorium Teknik Komputer Fakultas Teknik Universitas Diponegoro dengan Integrasi BIM (Building Information Modelling)." Jurnal Sipil dan Arsitektur 3, no. 2 (2025): 106–18. https://doi.org/10.14710/pilars.3.2.2025.106-118.

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Rapid technological advancements have also influenced the construction industry, necessitating improvements in construction design through more efficient project management innovations. Currently, many construction project planning tasks are still performed using conventional software, which is less efficient and prone to errors. The integration of Building Information Modeling (BIM) in construction project planning represents a significant innovation, offering a solution to reduce misinterpretations that could lead to issues during the construction process. This study aims to redesign the Com

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4

Buari, Tirimisiyu Abiodun. "Parametric study on structural behavior of a two-span continuous bridge deck and a curved span deck." Civil Engineering Beyond Limits 2, no. 3 (2021): 1–7. http://dx.doi.org/10.36937/cebel.2021.003.001.

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This research investigated the comparative structural response of a straight and curved continuous bridge deck subjected to realistic working loads. The study involved examining the variance in analysis results obtained while utilizing the grillage and finite element methods for an idealized bridge deck. The combined impact of continuity at the intermediate support and the curvature on the overall structure was examined. The idealized case study is a 45m two-span continuous bridge deck with a 22.5m straight span and an equivalent 22.5m curved span with a centerline radius of approximately 14.3

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5

Lin, Ying, and Tao Liu. "Seismic Vibration Control and Multi-Objective Optimization of Transmission Tower with Tuned Mass Damper Under Near-Fault Pulse-like Ground Motions." Buildings 14, no. 11 (2024): 3572. http://dx.doi.org/10.3390/buildings14113572.

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Although the wind load is usually adopted as the governing lateral load in the design of transmission towers, many tall transmission towers may be damaged or even collapse in high seismic intensity areas, especially under near-fault pulse-like ground motions. To study the seismic vibration control effect of a tuned mass damper (TMD) attached to transmission tower, parametric analyses are conducted in SAP2000 through CSI OAPI programming, including TMD parameters such as the mass ratio μ from 0.5% to 10%, the frequency ratio f from 0.7 to 1.2, and the damping ratio ξ from 0.01 to 0.2. Based on

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6

Mone, Bhargav, Prof P. S. Mote, and Prof Dr Navnath V. Khadake. "Comparative Study of Wide Deck Box Girder Bridge Superstructures." International Journal for Research in Applied Science and Engineering Technology 10, no. 5 (2022): 3376–85. http://dx.doi.org/10.22214/ijraset.2022.43128.

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Abstract: Box Girder superstructures are most popular type amongst all other type bridge superstructures and are extensively used. Nowadays to provide better riding quality and in order to reduce number of substructures and foundations for more clear space underneath, long span continuous or integral type bridge superstructures are preferred. For longer span bridges to reduce dead load and to utilize material to its capacity cellular sections are the most efficient sections in this regard. Box girder is one of the cellular sections. In metropolitan cities one of the restrictions is the availab

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7

Hiếu, Nguyễn Trần, Vũ Anh Tuấn та Nguyễn Quốc Cường. "Tối ưu trọng lượng khung thép cột đặc dàn vì kèo sử dụng thuật toán tiến hóa vi phân". Tạp chí Khoa học Công nghệ Xây dựng (KHCNXD) - ĐHXD 13, № 5V (2019): 55–64. http://dx.doi.org/10.31814/stce.nuce2019-13(5v)-07.

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Kết cấu thép thường được sử dụng trong những công trình vượt khẩu độ lớn như nhà công nghiệp, nhà triển lãm, rạp hát, nhà thi đấu, sân vận động nhờ những ưu điểm như cường độ chịu lực cao, trọng lượng nhẹ. Kết cấu khung là dạng kết cấu phổ biến thường được áp dụng trong nhà công nghiệp có nhịp dưới 40 m. Bài báo giới thiệu một nghiên cứu về tối ưu trọng lượng cho khung thép bao gồm cột đặc liên kết với mái dàn vì kèo. Quá trình tối ưu dựa trên thuật toán tiến hóa vi phân được triển khai bằng ngôn ngữ lập trình VBA với các biến thiết kế là tiết diện của cột thép và các thanh dàn, hàm mục tiêu l

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8

Zapata, Juan, and Doris Esenarro. "Models for the Analysis of the Structural Capacity of Railway Bridges in Peru in Accordance with the American Railway Engineering and Maintenance-of-Way Association Standard." Construction Materials 5, no. 2 (2025): 38. https://doi.org/10.3390/constrmater5020038.

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This scientific research presents the most significant aspects of the structural analysis and verification of the main steel railway bridges in Peru in accordance with the American standard. To this end, linear and finite element analyses (FEMs) were performed using calculation notes in MATHCAD and structural validation software (SAP2000, CSI Bridge, IDEA STATICA and GE05), among others, based on on-site inspections, which allowed results to be obtained to analyze, evaluate and determine the structural performance factors (RF) of the main railway bridges in Peru. For this, data obtained from s

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9

Kaligis, Gabriella A., Reky S. Windah, and Banu D. Handono. "Analisis Dinamis Chimney Beton Bertulang Akibat Variasi Percepatan Gempa." TEKNO 22, no. 88 (2024): 1491–502. http://dx.doi.org/10.35793/jts.v22i88.57031.

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Perindustrian di Indonesia sedang berkembang dan bersaing dengan industri global, dibuktikan dengan adanya pembangkit listrik tenaga uap (PLTU). Salah satunya PLTU Sulut-3 2x50 MW di Kabupaten Minahasa Utara, Sulawesi Utara. Chimney merupakan bagian penting dari PLTU. Struktur Chimney yaitu struktur kantilever yang memiliki ketinggian puluhan meter yang rentan terhadap gaya lateral seperti gempa. Di Indonesia sendiri terletak di pertemuan tiga lempeng besar dunia dan beberapa lempeng kecil sehingga sering mengalami gempa bumi berfrekuensi tinggi. Gempa bumi menyebabkan kerusakan dan kerugian y

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10

CHEN, CHERN-HWA. "SEISMIC ASSESSMENT OF A RETROFITTED CHIMNEY BY FEM ANALYSIS AND FIELD TESTING." International Journal of Structural Stability and Dynamics 04, no. 03 (2004): 337–59. http://dx.doi.org/10.1142/s0219455404001264.

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The Chi-Chi Earthquake that struck Taiwan in 1999 damaged a 250 m tall chimney located in central Taiwan. To understand the dynamic behavior, failure trigger mechanism, and seismic performance of the chimney that has been rehabilitated, a study using experimental and analytical approaches was carried out. The ambient vibration test, together with a system identification approach, was used to evaluate the dynamic characteristics of the chimney. A subspace approach with an instrumental variable concept was used in the system identification. The dynamic behavior of the chimney was also simulated

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11

Sagar H and Naveen R. "Seismic Response of Open Ground Story Reinforced Concrete Buildings, Considering with Soil-Structure Interaction." International Research Journal on Advanced Engineering Hub (IRJAEH) 2, no. 10 (2024): 2503–9. http://dx.doi.org/10.47392/irjaeh.2024.0343.

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This study investigates the seismic behavior of open-ground story (OGS) reinforced concrete buildings with soil-structure interaction (SSI) using SAP2000. The study mainly focused on mid-rise (8-storey) and low-rise (4-storey) OGS buildings, incorporating different masonry infill materials such as brick, concrete blocks, and autoclaved aerated concrete (AAC) blocks. Selected ground motions from the Bhuj, El Centro, and Chi-Chi earthquakes were utilized to simulate varying seismic intensities and frequency content. Critical parameters such as top-story displacement and inter-story drift are ana

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12

Karalar, Memduh, and Mustafa Yeşil. "Investigation on Seismic Behavior of Historical Tokatlı Bridge under Near-Fault Earthquakes." Advances in Civil Engineering 2021 (September 20, 2021): 1–18. http://dx.doi.org/10.1155/2021/5596760.

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The main purpose of this study is to compare the static and dynamic behavior of a historical single-span masonry arch bridge under different near-fault earthquakes. The historical Tokatlı Bridge, built in Karabük, is chosen for this study. To investigate the behavior of near-fault earthquakes on the historical masonry bridge, first, a finite element model is built and analyzed under various near-fault earthquakes by using ANSYS and SAP2000. To build a finite element model, 162920 nodes and 47818 elements are used in ANSYS. First, finite element analysis results are compared to each other under

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13

Yılmaz, Mehmet F., and Barlas Ö. Çağlayan. "Seismic assessment of a multi-span steel railway bridge in Turkey based on nonlinear time history." Natural Hazards and Earth System Sciences 18, no. 1 (2018): 231–40. http://dx.doi.org/10.5194/nhess-18-231-2018.

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Abstract. Many research studies have shown that bridges are vulnerable to earthquakes, graphically confirmed by incidents such as the San Fernando (1971 USA), Northridge (1994 USA), Great Hanshin (1995 Japan), and Chi-Chi (1999 Taiwan) earthquakes, amongst many others. The studies show that fragility curves are useful tools for bridge seismic risk assessments, which can be generated empirically or analytically. Empirical fragility curves can be generated where damage reports from past earthquakes are available, but otherwise, analytical fragility curves can be generated from structural seismic

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14

J., H. Gabra, and K. Desai A. "Effect of Cable Configuration on Modal Analysis of Cable Supported Bridges." Journal of Structural Engineering, its Applications and Analysis 6, no. 3 (2023): 1–19. https://doi.org/10.5281/zenodo.8318366.

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<em>The infrastructural development along the globe has given rise to an urge for bridges, bridging over super-long spans. Bridges supported on Cable systems can be figured out as Cable supported bridges, in general, subcategorized as Cable Stayed Bridge (CSB) &/or Suspension Bridge (SB) type of cable systems; they generally constitute Long to super long span bridges. To have an edge, for a better cost/utility ratio, in the present scenario, the importance and hence the need for different materials and construction methodologies adopted govern the basic pointer. Primarily and predominantly

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15

Jaswantsingh, H. Gabra, and K. Desai Atul. "MTHA for Bridge(s) Supported on Cables." Journal of Structural Engineering, its Applications and Analysis 6, no. 3 (2023): 32–42. https://doi.org/10.5281/zenodo.8424024.

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<em>The desire to have long to super-long bridges has immensely increased with the development of the infrastructure during the past decades. Cable-supported bridges, comprising Cable Stayed and Suspension Bridges, generally constitute </em><em>long to super-long-span bridges. In the current global competitive scenario, the need and the importance of different materials and techniques are incorporated for an enhanced cost-to-utility pointer. </em><em>As an introductory and generalized attempt, predominantly used cable-supported bridges are CSB’s and SB’s for bridges of long to supe

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16

Mony, Ratanak. "An Investigation of Seismic Behaviour of Prestressed Concrete Frame Structures using Pushover Analysis." International Journal for Research in Applied Science and Engineering Technology 12, no. 7 (2024): 572–87. http://dx.doi.org/10.22214/ijraset.2024.63588.

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Abstract: The prestressed concrete system is a prominent material in civil engineering, with applications ranging from buildings, bridges, foundations, piling, silos, stadiums, roadways, and other infrastructure. However, this work is primarily concerned with its applicability to building frame constructions subjected to seismic loading. The prestressed concrete system for frame constructions not only reduces the amount of structural components, but it is also a cost-effective technology that provides outstanding strength and stiffness, as well as quick and simple site erection. Hence, we will

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17

Kote, P. B., S. N. Madhekar, and I. D. Gupta. "A combination method for response of irregular buildings under simultaneous action of two horizontal components of earthquake motion." November 15, 2019. https://doi.org/10.5281/zenodo.4063520.

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The ground motion caused by an earthquake can be considered as the resultant of three orthogonal translation components along three Cartesian coordinates x, y, and z; and three rotational components about these three co-ordinate axes. Though it is well recognized that the response of important structures like nuclear reactor components, dams, tall buildings, asymmetric buildings, and long-span bridges, may be dependent on all the three translational components of motion, but due to the complexity of the three-dimensional analysis and various uncertainties in spatial combination procedures, mos

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18

Kote, P. B., S. N. Madhekar, and I. D. Gupta. "Investigation of 30% rule for the combination of component response with the unidirectional principal response spectrum." June 15, 2019. https://doi.org/10.5281/zenodo.4063160.

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The paper investigates the validity of the [Max +30%] rule by comparing the results for a typical six-story steel building with the exact results based on the response spectrum in the principal direction and, the critical response spectrum providing an upper bound to the multi-directional component response. Three different sets of real earthquake ground motions with widely differing characteristics are used. It has been found that the [Max + 30%] rule, which is included in IS 1893 (2016) may not lead to realistic results in all the cases. 

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19

Kote, P. B., S. N. Madhekar, and I. D. Gupta. "Investigation of 30% rule for the combination of component response with the unidirectional principal and critical response spectrum." June 15, 2019. https://doi.org/10.5281/zenodo.4063371.

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The ground motion caused by an earthquake can be considered as the resultant of three orthogonal translation components along three Cartesian coordinates x, y, and z; and three rotational components about these three co-ordinate axes. Though it is well recognized that the response of important structures like nuclear reactor components, dams, tall buildings, and long-span bridges, may be dependent on all the three translational components of motion, due to the complexity of the three-dimensional analysis and various uncertainness in spatial combination procedures, most of the studies in the pa

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20

Alvarado-Valle, Omar E., Aaron Gutierrez-Lopez, Dante Tolentino, and J. Ramon Gaxiola-Camacho. "Reliability of steel structures with Chevron bracing systems considering the performance-based seismic design philosophy." Discover Mechanical Engineering 2, no. 1 (2023). http://dx.doi.org/10.1007/s44245-023-00022-7.

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AbstractIn this paper, the seismic performance and reliability of steel buildings with Chevron-Braced frames are studied integrating a novel probabilistic approach and the performance-based seismic design concept. The seismic response of models is extracted using response history analyses with the help the commercial software SAP2000. In this sense, three variables associated with the seismic response of the structure are studied: overall lateral displacement, rotation of connections, and inter-story drift. Those responses are evaluated by exciting the structure with eleven characteristic grou

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